ML20213C663

Cimarron Environmental Response Trust Hydrogeologic Pilot Test Report, Appendices

ML20213C663
Person / Time
Site:	07000925
Issue date:	02/28/2013
From:	Burns & McDonnell Engineering Co, Enercon Services, Environmental Properties Management
To:	Office of Nuclear Material Safety and Safeguards, State of OK, Dept of Environmental Quality (DEQ)
Shared Package
ML20213C674	List: ML20213C658 ML20213C662 ML20213C663
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Download: ML20213C663 (88)

Text

APPENDIX A - SOIL BORING LOGS SOil BORING LOG

• r-** SUBSICIAR'Y LOCATION SORJNG

&}1?-t h,.,t.. f ~A- 3/4t=-t NUMBER 1'3 {., I DEPTH ~ UNIFIED BLOWS ntD SOIL SAMPLE IN UTHOLOGJC DESCRJPTION ta;8 SOil. ,e n REMARKS OR FEET ~--

0 FlEl.D FOOT CiASS.

(ppm} NO.

...l DEPTH REC. F1S.D OBSERVATIONS

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..1 5L Pt0 water Table (24 Hour)

Weter Table (Time of Boring)

Photoion.**izaticm Oft'tedion lppm)

! I of i NO. Identifies Som~fe by Num6er Z TYPE 0

Sample Collection Method fiill SU.T

,c z 1v1

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~ 8ARREL CORE ill GRAVEL

~

I ~1~LEO :THIN*

DEPTH. Depth Top ond Bottom of Sample

( ] CONTINUOUS SAMPI.Elt f\l NO

~ RECOVERY

~stnY

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!llll SllT

£X.1STJHG GIU,DE: El..£VATJOH fF"T, AMGU 1..0CATtON OR GRIO COOROCNAttS REC. Actual t.ength of Recovered Sample in Fe-,f

SOIL BORING LOG .

* . SIJ8SlOlAR'l' LOCATION BORING *

~,~ ~-t;..1 NUMBER C.5- i>A I -~0 I DEPTH ~ UNlFlfD Bl_Ow

, _s SOil SAMPLE a;; C> SOIL PIO IN FEE.T LllHOlOGlC 0ESCRtPTION ~9 tlElD PER (ppm) NO.

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GRAPHIC LOG LEGEND , CATE ORII.UO PAGE

~ CLAY ~OESRIS 9fa<ct IZ.. of J

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. ~ TYPE NO. Identifies Sample by Number Sompfe Collection Method [Ill SILT B~ *. (PU1} ~ED.av

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~CLAY 0 CLAYEY

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>(

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SOIL BORING LOG .

LOCATION BORING NUMBER CS ~ ~I - OZ..

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SL Woter Table (Time of Soring)

PIO Photclonization Detection {ppm)

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SOil BORINGl.06 ...

ux:ATION BORtNG

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c., FIIU> ,. :T (pptn)

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SOIL BORJNG LOG LOCATION BJ (~\ /\*L ftU ~ *ft. t ~~~~frt G .. 6 A l -- &q DEPTH SOIL SAMPt.E lN UTHOtOGIC DESCRIPTION REMARKS OR

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SOIL BORING LOG LOCATION iV't'-51\U.J ().Utlv\JM.

DEPTH ~ UNlFtED BlOWS SOIL SA.MPI.E JN UTHOLOGIC 0ESCRJPTION ~g SOIL pa PJD (ppm)

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ITV so1L SAMPLE

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o FIElD FOOT (ppm)

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_ C 41\'YS, S 1'-7j .i4ocµAI_,

- O ,'!I--T .s F

_ 5°'/~ o/¥ J :,OFT TtJ

- V$'I p1PJV1 111¥ /t(Ji:rTs,

- /441ST -

-- i--

i--

- -;p.,.AN1ITUJ/IJ rlewt I

- Gc..A...,VV '$"l1-T ru "-'TY

- 4

~

~/r,'/1),, i//Jlf./A' 6llr ( fJt..C A *'

- -:SAIID, $ I L.."f"1,, Sal l,ltr

""~~ - - --- i- ...... - - /.0 ,SF

- 0 fl.N.l'ef? J -'- ,S.., p.

Poo ~ y ~tit e-,,v-r tr0)

't'/i'.,, ~

. ** I

- t,AJ/'rH

()1Jc::l',6T -

~

~JNtl1 /100/l..L"'t 6R.AOGr'D.,

'* - pf:j/Jrr,w~* t.

r--- ,...

- 1::X). 'I l-

• 11

- **. .. * ~

r r--

- . f

- HAP..Osrl.. ~

- ,.. ,-.oA,.t;" . ..

• • • r-3-

- CB" M tr/JT Bf) '4tf Otr P T'tf

-t--

~

- . ..*. - r--

~

\

• r--

- ~

~

~

.:t:. Water Table (24 Hour)

SL Water Table (Time of Boring)

PIO Photoionjzaticn Detet:tion {ppm)

NO. Jdentifies Sample by NumE:ier

~ TYPE Sample Collcdion *Method

~ IVl

~

~

~ BARREL SPLIT-

[IAUGER. [I] ROCIC CORE ~ CLAYEY I] Kl mGRAVeL (gSANO tS I ~1~l.EO

• THIN- CONllNUOUS SAMPU:R NO

~ RECOVERY

~ SILTY

~CLAY

~ * ""G CRAUII. ~L..E.\/4T10.N IFT. AMSU l.trfi ClAYEY LOCAn0N OR GRIO COORDINATES DEPTH. Depth Top ond Bottom of Somple t1]lJ SILT REC. Adual ~enijth of Re~over-ed Sample in feet

SOIL BORING LOG LOCATION BORING q ,nJ!llJ(.(:) w NUMBER / ~ -() ~

DEPTH  !:l UNIFJED BLOWS SOIL SAMPLE IN LITHOLOGIC DESCRIPTION f8 SOIL PER PIO REMARKS OR

....~

FEET ~.... FIBD FOOT (ppm) NO. DEPTH REC. FIElD OBSERVATIONS c, a.ASS.

- C..I..AY ,;;,-y SI '-1,1 8('-o vJII

- > 'YR. 3/"i I S.oFT To

= Fl/l.N w/ Ac:>>r.S

• fA01,,fT

- 1.s* ,.:,F vv/ -

POCkwT' ' -

PF/l~/1..Qft tse 111,:

' - -fM,v,:1r1<> N ~~l..,Y  : *: ', ,_

---

t- 1\.1 A. c, 11 t!l:J SIL..T To is AN'O fl-"/ d'J L.T  ; :~ *:

I--

- fl

~ ....40 If., .-. .........

~ ,,~ ;_

- ~

-- -s"

"'o / 'S ,. NtJ &7aN,,, 11 er'I :. ** ~

fb:),-.a.-, t:.Q1t rAITID~ :s OF 7. ~ :"'."

C','!r' -r-S'F w/ -

P*<1t1,trr -

- tJM,l'-'t:.lii °J*f'YA..¥/h io ~ ;":* pr,.1 rr tto M er ,,re..

- ~fYIL'l/"i'~ D/1;,.V * .... _:.

,r .,, ** J -

..... Fl 115 A!):; A..'-"'I 6 Mo 6"0 *** .;. - -

l. -

~

- Pl..1t7Y-,,..

- NIINJv/1... l,ftl/

1> fl? TH --

'f,.r;- TSF -

- - ~

GRAPH*C LOG LEGEND OATE Ofllu.EO

.1 Water Table (24 Hour) IPAGE I of

sL Water Table (Time of Boring} Ii FIU.

O!BRJS ~/z.9/1- t PIO Photoionizcrtion Detedion Pm) {f ~ClAY I.INILUNG MIi.i !"100 z TYPe NO. Identifies Sample by Num er Sample Colle(:'tlon Method ill] SILT ~11.'GHlY

~~l)

PV$ff S 1 Sl9MPL*~

ORILLl:.U tJY 0

ice

....~

~ BARRELSJ>LJT. [)AUGER II] ROCK

~ SAND ~SANDY CLAY I..AYAir C.A'/IJSTd/41SVAl m

CORE l-OCGEOEIV

~CLAYEY ca..

)(

Ill l'IHJN* I] [SJ GRAVEL SANO Jgpp L,.,,"'

CONTINUOUS EXlSTING GRAD£ ELD'ATION {FT, AM6W WALLED NO ~SILTY TUBE SAMPLER RECOVERY CLAY DEPTH_ Depth Top and Bottom of Sample REC. Actual Length of Recovered Satnple in Feet m ClAYEY SILT D LOCATION OR GRJD COOROINAT£$

APPENDIX B -WELL INSTALLATION FORMS MONITORING WELL INSTALLATION DIAGRAM Protective Pip*---------- ,----.. *. ____ .. -*Cuing Cap Vent? Yes [Kl No O Yet lKJ No O ~------ Q --~~--- ~-Lock? Yes@ No D Steel 3'.) PVC O ........,___ .,..-,Weep Hole? Yeo 111 No 0 Sorv~yfog Pin ? --- . f //,.... Concrete Pad 4* 'Ft. x 4 Ft. x . ,. lncheo Yu ~ No O ----- *-- - = .,.,,, ~---- DRILLING INFORMATION:

DEPTH I-FROM I ;. Borehole Diameter=--"'-- lnchea.

Con,crot 2. ~~~ir 6rs1~~ 2 .. Were Ot111ing Additivee Uaed f Yoe ~l No 0 Revei't O BentoniteO Water~

Solid Auger O Hollow Stem Auger 0

3. Waa Outer Steal Casing Used t Yes O No~

Cement/Sentonfto Grout Mix Oeptha:; NA to /VA Foot.

Yeo i:l No 4. Borehole Oia.m&ter for Outer Ca.alng Q"1Atnchea.

5 .5 Gallone, Water to WELL CONSTRUCTION INFORMATION:

94Lb. Bag Cement&. 3 3-5 Lb .. Bentonite I .Type of Cuing: PVC Galvanized O Teflon D Powder Stainiesa O Oth.r _ _ _ _ _ _ _ _ _ __

Other; _ _ _ _ _ __

2 .. Type ot Cuing Jolnta: Screw-Couple "2'] Glue-Couple O Other _____________

3 .. Typo of WeH Sci-een; PVC !i1 Galvanized D Stainlua D Teflon D Othel" _ _ _ _ _ __

Bentonite Stal 4. Diameter of Cuing and Well Screen:

I Pellet3 ti] Slurry 7c' 7 .s Casing 2.

• lnch*Oi screen '2. " Inches.

5 .. Slot Sin of Screen; Filtor Pack 6. Ty,>e of' Screen Pei-f ora.tion: Factory Slotted iJ Above Screen Hackaaw O Drilled D Other _ _ _ _ _ __

7. !natalled Protector Plpe w/Lockz Yea ~ No D WELL DE*VELOPMENT INFORMATION:

J .. How wu Well Developed ? 81.illng O Pumping ~

Air Sw-ging (Air or Nitrogen) 0 other_ _ __

FILTER PACK MATERtAL.

2 .. Time. Sptnt on Well Oevelopme.nt f smca sand gi 1 /, C> Mh1utta/Houta Wathod. Sand 0 :z_c 3 .. Approximate Wate.r Volume Removed ? ,.Jj)Q_ Ganone Pea Gtavel 0 4. Water Clarity Before Development 1 Clur O Turbld O Opaque iilf Other: _ _ _ _ __

5. W1.ter Clarity After Development ? Clear [8J Turbld D Opaque O

6. Old Water have Oder? Yu D No [i.l tr Ytt. Describe _ _ _ _ _ _ _ _ _ __

Yu Kl No O Ovordrllled. Material

+-*

-Denu Phaao Samplins C\lp 05 Ft. *~.'*

Bottom Plug

,/ >

7~ O.id Wgter ,havo any Color?

WATER LEVEL INFORMATION:

Yts If Yea

• O&letibe _ _ _ _ _ _ _ _ _ __

Water Level Swnrnaey (From iop of Cu1ns)

O No .t8J Sa.ckflll o .1.S'" Ft. f 1 I Ourint Orillint U*Cc1 Ft. Date :(/Z-7: 1/t Grout O Sandi]

Caved MaterJaJ O 1

I Btfore Development ,*1 . 2 ' F"t. Date * '1 h.:1kt.

Other: _ _ _ _ __ After O1v,I0pn)1nt t $.c ' F,:.. Oa te q/1;1 /rt Drlll1r/Flrm A. ~ t 4 1 tAY'tJ*2

• Drill Rig T~pe CML

---

Date: ~natalled u . &61"~$ Wen No. I :,I,/ Hydrologiat *'B~ *B,t.11flwJ Drill .Crew

MONITORING WELL /NSTALLA TION DIAGRAM Protective Pipe--------

• ____ .. -*Ca.sing Cap Vent? Yes D No Yee (i'J No O -1/2- ....... - .. _~--~-.,.....-... --*--Lock? Yes O No D Steel ~ PVC O __ ,. . . weep Hole ? Yea D No 0 Surveying Pin ? ---- . . *F .,,,.,,,.,... .... Concrete Pad 4* Ft..x 4 Ft. x *k\ lnchea Yu [El No D --- /

DRILLING INFORMATION':

DEPTH FROM I

• Borehole Diameter= __l_o_ ,- lnche.a.

BELOW TOP OF Cof\Cret~

GRAOE CASING 2 .. Were Drilling Additives Uatd? Voam No 0 Revert O Btntonite O Water (Rl SoUd Auger O Hollow Stem Auger ~

3. Wu Outer Steel Cuing Uaad t Yes O No[Xl Cament/Sentonfto Grout Mix Depth= tJ~ to Nt,,,. Foet.

Yee 00 NoO 4. Bortholt Ola.rn&ter for Outer Catfng 6fl/JIJ lncha.a.

S.5 Gallong Wator to 9 4 L.b. 8ag Cement & WELL CONSTRUCTION INFORMATION:

3-5 Lb. Sonton1to I .. TyPe of Ca,Jng: PVC '@ GaJya.nized O Toflon 0 Powder Other: _________

Stalnleaa D Other _ _ _ _ _ _ _ _ __

2.. Type of Cuing Jolnta; Screw-Couple iE Glue-Couple D Other _ _ _ _ _ _ _ _ _ __

3 .. Type of Well Ser-een; PVC ~ Ga.lva.nlzed 0 StainJna D Te.11on O Othe.r ___________

Bintonlte Seal 4- Diameter of Casing and Well Screen; PeUtto tll $lurty0 Cuing 4" lnchu. Sereen 4t Inches.

5 .. Slot Slza of Screen:

Filter Pack s. T~pe of Screen ?erfc>ration: Fa<;tory Slotted Lil Above Scr-een l. Ft. :*;

Hacku.w O Drilled O Other- _ _ _ _ _ __

~~

_,.. -(:, 7 .. installed Protector Pipe w/Lock: Yea \RI NGO WELL DE*VELOPMENT INFORMATION:

I .. How wae Well Ooveioped '! Saillng O Pumping fEJ Atr Sur~in9 CAir or Nlmgw ~ Other_ _ __

FIL TEfl PACK MATERIAL W,t(,,65 1.X';t.;,W n-KLH R ,..-.pw 2 .. Time Spent on Well Development?

Sili c:a Sa.nd ~

--Z.. /. O Mlnutn/Hout~

Wuhod Sand D \ \L. 3. Approximate Water Volume Removed ? ?.5" GaUona Pta Gravel 0 4 .. Water Clarity Before Devetopmtnt r Clear O Other: _ _ _ _ _ __ Tutbld D Opaque [kl

5. We.ter Clarity After Developmtnt 'l Clear D Turbid O Optque IRl

e. Old Water have Odu? Yu D No ti]

It Yu, Dtacribt _ _ _ _ _ _ _ _ _ __

• Dente Phue Sampling Cup  : ** 7. Oid Water*hav* any Coloi-? Yts i'.I No O Bottom. Plug -t-Q :'5 Ft. *_,. tf Yea , Oescribe_'.'.24-0 ...

• **:::.a*=* i..;;

Yu fil No O . . "":_:-~;;.....:-i

~ WATER LEVEL INFORM A 1/0N:

OvtrdrlUod *M*terial 1 W1.tit Level Swnrna,ey (From Top of ca,lng) 8ackfUI l .$ Ft. j t)u,-ing Drilling ~ ,S ' Ft.. Date '1/ wl1t.

Grout C1ved D Sand~

Material O 1

I ~

'"*-*--*-,....,,i ----- Z:5.o 1

8ef0te Development 15 0 t Ft. Date

• q1 1:1',?.

Art,r Development l6*

1 Other: _ _ _ _ __ Ft. Date qh:1/tt.,

Orlllet/F,rm A. c.{ \~,yg ' Drill Rig Type _CJ.A_ . _ _ _ _ Olltt.' ,nttallect

._* _f._ _....19:.-fi..t~~_/t,.;::z_______

Orm .Cr*w .( _ ~..At..L9 Well No.. .. GE

• BAI* 01 HYdroloaiit B, &.r,rA-.W

MONITORING WELL INSTALLATION DIAGRAM 621 O Prohetive Pipt-------.---

Yea ID Steel~

No D PVC D 1------ Q

---

_-,- - t

, ----*Casing Cap Vent 1 Yu

--~~=-----Lock 7 Yea Iii No

.,..,,Weep Hole? Yes txl D

No 0 No Surveying Pin ? - - - . . 6 ,O 4 Yu fgJ No D . ., ____ --~ ,.-' ,,,...,,,/' Concrete Pad Ft. x 4 ft. x <t- lnchn DRILLING INFORMA TlON':

DEPTH FROM l. Borehole Diameter-::= lO

• Jnchea.

BELOW TOP OF GRADE CASING 2;. Were DrlUing Additlvea Und t YH l?il No 0 Revert D Stntooite O Watftt' ~

Solld Auger O Hollow Stem Auger O

3. Wu 01.lter- Steel Ca1ing lJ:aed? Y** 0 Nom Cemoot/Bentonlte Grout Mix O&pth= _ NA to NA. Foet.

Yte O No~ 4. Borehole Dia.meter tor Outer Casing NA lnehH.

5.5 Gallon.$ Water to 94Lb.. Baa Cement&. WELL CONSTRUCTION INFORMATION:

3-5 Lb .. 8entonlte I ..Type ot Oailn9: PVC tx, Galvaniz*d O Teflon 0 Powder Stalnleaa O Other _ _ _ _ _ _ _ _ __

Other: .. (.~Jul.C£rt...

2 .. Type ct Casing Jolnb: $crew-Couple rR'.1 Glue-I Couple D Oth*r _ _ _ _ _ _ _ _ __

5.o 3 .. Type of Well Scr*en; PVC ill Galvanlzod 0 Stainleua D Teflon D Other _ _ _ _ _ __

Bentonite Sul 4. Diameter of Casing and Well Screen:

'2.,S 11 A "

Pellett [g} Slurry O 4.s ' Caaing _ _4_ _ lnch*~ screen ...,, inehea.

5. Slot Size ot Sere~n:

Filter Pack

2. Ft. :* 6. Type of Screen Perforation: Faetory Slotttd 00 Above Screen

. Hack1aw O Drilled D Other _ _ _ _ _ __

7. ln#tAJled Prot*ctor Pipe w/Lock: Yei fi1 No O

-+--""f:

WELL OE*VELOPMENT INFORIIA TION:

t

• How wa& Well Developed ? Bailing O Pumping Ii]

Alr Surglns *cAir or Nlttogw ti} Other_ _ __

FILTER PACK MATERIAL Wrt,.u... Sw~Baw , x:;Hf;.v p.,;i.-\.9J;,,D

2. Time, Spent on Wall Development !

Silica Sand El

_ ___.t__ /, 3c Minutea/Houra Wuhed Sand 0 3. Approximate Water Volume Removed ? I*15 Ga.Ilona Pea Gravel 0 4. Water Clarity Befort Development f Clear 0 TUtbld O Opaque IJJ Other: _ _ _ _ _ __

5. We.tor Clarity After Development 1 Clear i(l Turi>ld D Opaqut 0 Sand Siu 40"' 4C 6. Did Water have Oder 1 Yo* D No IXl

+- -

If Ye,, .Ooacribo _ _ _ _ _ _ _ _ _ __

• Denae Phaa* Sampling Cup Ft. *:_.*. 7~ Did Water-have any Co!or? Yes D No lg]

o,s*

Bottom Plug Yo (!J No .. .  !~:_:.;;iic;s:::;.....i..,.

If Yea , Oetcribe WATER LEVEL INFORM-A TION:

OverdrUlod M11,terial  ; Water Level Swnmar, (From Top ot 0111119)

Backfill e,. $"' Ft. J During Drilling . "1 -~' Ft. Date 9 (t9 lrL Grout O Sand Caved Materf1t 121 O

t {_

......,____ l..., ____ _;

_J Before Development IL 80 1

Ft. Date Cf hf', I rt Aft*r Oevetopm1nt 11.qo' Fi.. Date 'IJtt;/n..

Othe~------

q/ulrz Orlfler/Ffrm A(f C.t~ ~ Drill Rl9 Type Cf\o'\fl Oato: ~nata,lled DdU .Crew ( _, ~ $ Well No. (;l .. kiA -0 I Hydrotogiat *~. \S~ rv-w-,

MONITORING WELL INST ALLA T/'ON DIA GRAM Protective Plpe-~----- ___ ~---- -----Casing Cap Vent? Yes Isa No 0 Yu 00 No O ~------9!--'~;.....&..---------" L0¢k? Yes {51 No 0 Steel ~ PVC O ... Weep Hole? Yes ~ No 0 Surveylog Pin ? -- - z.,"i __,.,,,,,.,...,,-,,.. Concrete Pad 4 Ft.. x ,4 Ft. x ~ lnchei Yu@ No O ------ DRILLJN_G_ . -,-N-F-ORMA TION:

~- ... ' DEPTH

~-  :*: FROM I :;. Borehole Diameter..::: {c Inches.

l. Ft. t,: :~ BELOW GRADE TOP Of CASJN G 2. Were Drilling Additfvoe Used? YeaK) No D

V'* Revert O Bentonite O Water~

-~'

... *Jr

........:~..

o 2.s' Solid Auger D Hollow Stem Auger [E 3 .. Wu Outtr Steel Cuing Used? Yea D No@

Cemont/Bentonf te Grout Mix Depth= . IV4 to NA Feet..

Yea D Nof.(l 4. Botehole Dia.me.hr for Outer Casing fJ A tnche~.

5 .. 5 Ga.lions Water to 94Lb. Bag Cement &. WELL CONST.RUCTION INFORMATION:

3-5 Lb. Bentonlte I .. Type of Cuing: PVC [i1 Galvanized O Teflon 0 Powder StaJnlesa O Other _ _ _ _ _ _ _ _ __

OtMr: Ci:>,*JC.,,.1...,~-(£..

2 .. Type or Cuing. Joinb: Screw-Couple Isa Glua-Couple D Other _ _ _ _ _ _ _ _ _ __

3. Type of Well Screen: PVC @ Galvaolz.od 0 Stainless O Teflon O Other _ _ _ _ _ __

8entonite Seal 4. Diameter of Ca~ing and Well Screen:

., " It Ca.sing v lnche8. Screen l, Inches ..

5. Slot Size of Screon:

Filtet Pack 6. Type or Screen Perforation: Factory Slotted *RJ Above Screen Hacksaw O Drilled D Other _ _ _ _ _ __

7. Installed Protector Pipe w/Lock: Ye$ {i] No O WELL DE VELOPMENT INFORMATION:

0 I. How was Well Oevaloped ! 8a.illng O Pumping *~

Air Surging (Air or Nitrogen) IE Other_ _ __

FILTER PACK MATERIAL. \1-}4,c.l.. -SwA;M~. 'Tffl?:Y ev~rt:to

2. Time Spent on Well Davelopment ?

SHica Sand 00 i -z.o

---

,L'-~-- Mlnutea/Houro Washed Sand 0 3 .. Approximate Water Volume Removed ? . too Gallon, Pea Gravel 0 4. Water Clarity Befort Development 1 Cltar Turbid D Opaque tX]

Other: _ _ _ _ _ __

5~ Water Clarity After Development 'l Clear IE Sand Size _Z_o_**_4-_c_'__ Turbld D Opaque D

e. Did Water have Ode<<<? Yas D No~

If' Yes, Deicribe _ _ _ _ _ _ _ _ _ __

7. Did Water -have any Color? Yes O No{!)

If YH , Describe _ _ _ _ _ _ _ _ _ _ __

WATER LEVEL INFORMA TJON:

Water Level Summary CFrcm Top of Cuing)

During Drilling J **a' Ft. Date CfJ~I n-.

Grout O Sand @

Before Oevel0pm~nt U.1¢' Ft. Date * ~ i~h-t Caved Material D Other: _ _ _ _ __ After Development lOr '1.;; Ft. Oa te <l I >si>/t t Driller/Firm A. C . 4 ~

---

Drill Rig Type ~t

---

Oato* tnatalhtd ---------

Drill Crew _ _._C_,_&_

• o_,v_*_~_._**_~_ _ _ _ _ Well No. __,._.,.._,l __

. at_

• _t_ _ _ _ _ Hydrologist )"?> P~**~~

MONITORING WELL INSTALLATION DIA GRAM Protec.tlve Pipe-------- --- * . _ ... ~-~caaing Cap Vent? Yos riJ No D Ye, D No O t --:==-----Loek? Yea rB No. 0 Steel O PVC O ~ r.~ .,.,.....weep Hole? Y~s ~ No 0 Surveying Pin? -- -

Yea O No O "2,. -~

/

Concrete Pad

• Ft. x 4 DRILLING INFORMATION:

Ft. x *, . lnchaa DEPTH ,,_

FROM I

• Borehole Olametel"-: \0-* lnchea ..

Con.<:ret ~~~g: 6rs1~~ 2. Were Drilling Addltivee Uaed t Yu~ No 0 Revert D Sentooite O Water I&\

Solid Auger D Hollow Stem Auger f&l

3. Wu Outer Steel Cuing Uaed f Yes O Nof?J Catnont/8entonlto Groot Mix Depth= f..J A to /JA Feet.

Yu O No@ 4 .. Borehole Oia.m&t~r for Outer Cufng "Ht lnctia~ ..

5.5 Ga.lions Water to WELL CONSTRUCTION INFORMATION.:

94 Lb .. Bag Cement &. NA 3-5 Lb. Sentonfte I .Type or Caelng: PVC Kl Galvanized D Teflon D Powder Stainlesa D Oth*r _____________

Other: ( uUUL~rE 2. Type ot Caaing Joints: Screw-Couple @ Glue-Couple O Other---------,..---

3 .. Type of Weil Sereen; PVC \Kl Galvanized 0 Stainlen D Taflon O Othlll" _ _ _ _ _ __

Bentonlte Seal 4. Diameter of Cuing a.nd Well Screen:

3 PeJleta fil SIUN"10 Cuing 2. :, Inches.. S~teen 2. lnchee.

5. Slot Slzo of Screen:

Filter- Pa.ck 6. Type of Serean Perforation: Factory Slotted t&1 Above Screen Hacksaw O Drilled O Other _ _ _ _ _ __

7 .. Installed Protector Pipe w/Lockz Yes lJ5l No O WELL DE-VELOPMENT INFORMATION:

r. How wa.a Well Oevelt>ped ? S.illng O Pumpfng ~

Air Sc,gin9 (Air or Nl~en) RJ Other_ _ __

FILTER PACK MATERIAL. ~4 i ~-'t\{of#Q *rU:w . pc.1 .1'4 fs:4

2. Tima Spent on WeU Development f Silica Sand 00 I ID 2D Ft. **

---

I.---- Mlnutea/Houta Wuhed Sand 0 3. Aps,roxJ.~te Water Volume Removtd ? .thO .Ga,.U~n*

Pea Gravel 0 4. Water Clarity Befort Development t Cl11.r D Other; _ _ _ _ _ __ Turbld D Opaque fg]

5. Water Clarity Aft*r Development '/ Clear fil Turbld O Opaque D 1..b* 4 0 Sand Si2.0

6. Did Water h.ave O<<.r ? YM D No El If Yea, Doctibt ______________

• .D onu Phue Sampling Cup Q~c; Bottom Yea il Plug .No O OVerdrlUed ,Mittrlal

+-*: : ..~._.-;a;;::....

j

- ...-1 3o'

7. Old Water-have any Color f Yes O No [81 If Yea , Oeacrlba _ _ _ _ _ _ _ _ _ _ __

WATER LEVE.L INFORMATION:

W1.ter Lt,vel Strninaey <From Top of C.tin~

Backfill 0 ,-Z:S Ft. l l Ourlng Orillina '7 -0 ~. Ft. Date '-1l&/a:.

Grout D Sand IKJ yI. f. _)I Z.11$ Befort Developmtnt ll>,i?J J Ft.. Date

• qJ~ l1t..

Ca.vad Material O ----"'----- ---- Ft.. Datt 'f /30/,z.

I Other; _ _ _ _ __ After' OevtJopm1nt 10l f OrUler/F'Jrm _ __:A;..:._ . ..;.;;~=-..;;;: ** - - - - - - - Drill Rl9 Type _o_

. ,a:;;U..A=-::

• :.;.;; ,*,_\_fl_

• - - - - - Oate: ,natalled ____q_/_s_o_A_J.z._____

Drm ,Crew ___c_ ~._fu_ *_>.J_Z.f,\.

_*_L_t-? _, - - - - - - Well No. __,_..,..._.'"'i_._i,_ _ _ _ _ _ Hydrologiit __ B

_

• _v_"_ _ __

_Bi-t.........,.rt_.~_

APPENDIX C - BURIAL AREA #1 AQUIFER TEST RESULTS TABLES C-1 Slug Test Data - 02Wl O- Slug In C-2 Slug Test Data - 02Wl O- Slug Out C-3 Slug Test Data - 02Wl 3 - Slug In C-4 Slug Test Data - 02Wl 3 - Slug Out C-5 Slug Test Data - 02W26 - Slug In C-6 Slug Test Data - 02W26 - Slug Out C-7 Slug Test Data - 02W28 - Slug In C-8 Slug Test Data - 02W28 - Slug Out C-9 Slug Test Data - 02W39 - Slug In C-10 Slug Test Data - 02W39 - Slug Out C-11 Slug Test Data - GE-BAI Slug In C-12 Slug Test Data - GE-BAI Slug Out C-13 Slug Test Data - TMW Slug In C-14 Slug Test Data - TMW Slug Out FIGURES C-1 Depth to Water and Drawdown vs. Time - 02W10 - Slug In C-2 Depth to Water and Drawdown vs. Time - 02W10 - Slug Out C-3 Depth to Water and Drawdown vs. Time - 02W13 - Slug In C-4 Depth to Water and Drawdown vs. Time - 02Wl 3 - Slug Out C-5 Depth to Water and Drawdown vs. Time - 02W26 - Slug In C-6 Depth to Water and Drawdown vs. Time - 02W26 - Slug Out C-7 Depth to Water and Drawdown vs. Time - 02W28 - Slug In C-8 Depth to Water and Drawdown vs. Time - 02W28 - Slug Out C-9 Depth to Water and Drawdown vs. Time - 02W39- Slug In C-10 Depth to Water and Drawdown vs. Time - 02W39- Slug Out C-11 Depth to Water and Drawdown vs. Time - GE-BAI Slug In C-12 Depth to Water and Drawdown vs. Time - GE-BAI Slug Out C-13 Depth to Water and Drawdown vs. Time - TMW Slug In C-14 Depth to Water and Drawdown vs. Time - TMW Slug Out AQTESOLV OUTPUT

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS - 02W10 - SLUG IN Site: Cimarron WA Date: 10/17/2012 Well (Test): 02W10 (Slug In) Static Water Level: 12.33 Well Depth: 22.38 Screen Length: 14.25 ft Borehole Diameter (in): 8.75 3 Slug Volume (ft ): 0.039 ft 3 Start Time: 14:05 Slug Type: Mechanical End Time: 15:14 Recorded by: BNB/Troll I Time {s) lw. Level {tt)II Time {s) llw. Level {ttMI Time {s) llw. Level {ttMI Time{s) llw. Level {ft)II Time{s) llw. Level {ttMI Time {s) IW. Level (ft 0.0 12.19 31 .5 11 .87 95.0 I 12.03 7 20.0 12.17 0.6 12.19 32.0 11 .87 100.0 I 12.05 780.0 12.18 1.0 12.17 32.5 11 .87 105.0 12.04 840.0 12.18 1.5 12.19 33.0 11 .88 110.0 I 12.04 900 .0 12.18 2.0 12.19 33.5 11 .88 115.0 12.05 960 .0 12.18 2.5 11.63 34.0 11 .88 120.0 12.05 1020.0 12.19 3.0 11 .82 34.6 11.88 125.0 12.05 1080.0 12.19 3.5 11.21 35.0 11. 89 130.0 I 12.06 1140.0 12.19 4 .0 10.93 35.5 11.89 135.0 I 12.06 1200.0 12.19

4. 5 11 .07 36.0 11. 89 140.0 I 12.07 1260.0 12.19 5.0 11 .27 36.5 11 .90 145.0 12.07 1320.0 12.20 5.5 11.37 37.0 11.90 150.0 I 12.07 1380.0 12.20 6 .0 11 .14 37.5 11 .90 155.0 12.07 1440.0 12.20 6.5 10.77 38.0 11 .90 160.0 12.08 1500.0 12.20

7. 0 10.96 38.5 11.90 165.0 12.08 1560.0 12.19 7.5 11 .40 39.0 11.91 170.0 12.08 1620.0 12.20 8.0 11.47 39.6 11 .91 175.0 12.09 1680.0 12.20 8.5 11.41 40.0 11 .91 180.0 12.09 9.0 11 .55 40.5 11 .91 185.0 12.09 9.5 11.56 41.1 11.92 190.0 12.10 10.0 11 .59 41.5 11 .92 195.0 12.10 10.5 11 .75 42.0 11 .92 200.0 12.10 11 .0 11 .58 42.5 11 .92 205.0 12.10 11 .5 11 .62 43.0 11 .92 210.0 12.10 12.0 11 .63 43.5 11 .92 215.0 12.11 12.5 11 .65 44.0 11.91 220.0 12.11 13.0 11 .75 44.5 11 .92 225.0 12.11 13.5 11.68 45. 0 11.93 230.0 12.12 14.0 11 .69 45.5 11 .93 235 .0 12.11 14.5 11 .75 46.0 11. 93 240.0 12.11 15.0 11 .71 46.5 11 .93 245 .0 12.12 15.5 11 .73 47.0 11 .93 250.0 12.12 16.1 11 .74 47.5 11 .93 255.0 I 12.12 16.6 11 .75 48.0 11 .94 260.0 I 12.12 17.0 11 .75 48.5 11.93 265.0 I 12.12 17.5 11 .76 49.0 11 .94 270.0 12.12 18.0 11 .77 49.5 11 .94 275.0 12.12 18.5 11.77 50.0 11.94 280.0 I 12.12 19.0 11 .78 50.5 11 .94 285.0 12.13 19.5 11 .78 51 .0 11 .94 290.0 I 12.13 20.0 11.79 51.5 11 .94 295.0 12.13 20.5 11.80 52.0 11 .95 300.0 12.13 21.0 11 .80 52.5 11 .95 315.0 12.13 21 .5 11 .81 53.0 11 .95 330.0 12.15 22 .0 11 .81 53.5 11 .95 345.0 12.14 22.5 11 .82 54.0 11 .95 360.0 12.14 23.0 11 .82 54.5 11 .95 375.0 12.15 23.5 11.82 55.0 11 .95 390.0 12.15 24.0 11 .83 55.5 11 .95 405.0 I 12.15 24.5 11.83 56.0 11 .96 420.0 I 12.15 25.0 11 .83 56.5 11.95 435.0 12.15 25.5 11 .84 57.0 11 .96 450.0 12.15 26.0 11 .84 57.5 11.96 465.0 12.16 26.5 11 .84 58.0 11.96 480.0 12.17 27.0 11 .84 58.5 11.96 495.0 I 12.16 27.5 11 .84 59.0 11 .96 510.0 12.16 28.0 11 .85 60.0 11 .96 525.0 12.16 28.5 11.85 65.0 11 .97 540.0 I 12.16 29.0 11 .85 70.0 11 .99 555.0 I 12.16 29.5 11 .86 75.0 11.99 570.0 12.16 30.0 11 .87 80.0 12.00 585.0 I 12.16 30.5 11 .87 85.0 11.73 600.0 12.16 31 .0 11 .87 90.0 12.02 660.0 12.17 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RES UL TS - 02W105 - SLUG OUT Site: Cimarron WA Date: 10/17/2 012 Well (Test): 02W1 0 (Slug out) Static Water Level (ft): 12. 33 Well Depth: 22.38 Screen Length (ft) : 14.25 Borehole Diameter (in) : 8.75 Slug Volume (ft3 ): 0.039 ft 3 Start Time: 14:05 Slug Type: Mechanical End Time: 15:14 Recorded by: BNB/Troll I Time {s} llw. Level {ft}il Time {s} IW. Level (ftl Time (s) W. Level (ftl I Time {s} llw. Level {ft)li Time {s} llw. Level {ft~I Time {s} llw. Level {ft}!

0.0 12.63 31 .5 13.83 95.0 I 13.14 720.0 12.39 0.6 13.25 32.0 13.82 100.0 I 13.10 780.0 12.39 1.0 13.17 32.5 13.81 105.0 I 13.06 840.0 12.38 1.5 13.29 33.0 13.81 110.0 13.03 900.0 12.38 2.0 13.16 33.5 13.80 115.0 12.99 960 .0 12.38 2.5 13.12 34.0 13.79 120.0 12.96 1020.0 12.38 3.0 13.09 34.5 13.79 125.0 12.93 1080.0 12.39 3.5 13.09 35.0 13.78 130.0 12.90 1140.0 12.38 4.0 13.08 35.5 13.77 135.0 12.86 1200.0 12.38 4 .5 13.07 36.0 13.76 140.0 12.84 1260.0 12.38 5.0 13.02 36.5 13.76 145.0 12.81 1320.0 12.38 5.5 13.05 37.0 13.75 150.0 12.79 1380.0 12.38 6.0 13.03 37.5 13.74 155.0 I 12.76 1440.0 12.38 6.5 13.03 38.0 13.74 160.0 I 12.74 1500.0 12.37 7.1 13.01 38.5 13.73 165.0 12.72 1560.0 12.38 7 .5 13.00 39.0 13.72 170.0 I 12.70 1620.0 12.38 8.0 13.00 39.5 13.72 175.0 I 12.68 1680.0 12.38 8.5 12.99 4 0.0 13.71 180.0 12.66 1740.0 12.38 9.0 13.43 40.5 13.71 185.0 12.65 1800.0 12.37 9.5 13.57 41 .0 13.70 190.0 12.63 1860.0 12.38 10.0 14.10 41.5 13.69 195.0 12.62 1920.0 12.38 10.5 14.12 42.0 13.69 200.0 12.60 1980.0 12.38 11 .0 14.10 42.5 13.68 205.0 12.59 2040.0 12.37 11 .5 14.09 43.0 13.68 210.0 12.58 12.0 14.09 43 .5 13.67 215.0 12.57 12.5 14.07 44.0 13.66 220.0 12.56 13.0 14.06 44.5 13.66 225.0 12.56 13.5 14.05 45.0 13.65 230.0 12.55 14.0 14.04 45.5 13.64 235.0 12.53 14.5 14.04 46.0 13.64 240.0 12.53 15.0 14.02 46.5 13.63 245.0 12.52 15.5 14.02 47.0 13.63 250.0 12.51 16.0 14.01 47.5 13.62 255.0 12.51 16.5 14.01 48.0 13.61 260.0 12.50 17.0 14.00 48 .5 13.61 265.0 12.49 17.5 13.99 49.0 13.60 270.0 I 12.49 18.0 13.98 49.5 13.60 275.0 12.49 18.5 14.00 50.0 13.59 280.0 I 12.48 19.0 13.99 50.5 13.58 285.0 12.48 19.5 13.98 51.0 13.58 290.0 12.47 20.0 13.98 51.5 13.57 295.0 12.47 20.5 13.97 52.0 13.57 300.0 12.46 21 .0 13.96 52.5 13.56 315.0 I 12.46 21 .5 13.96 53.0 13.55 330.0 12.45 22.0 13.94 53 .5 13.55 345.0 12.44 22.5 13.94 54.0 13.54 360.0 12.44 23.0 13.93 54.5 13.53 375.0 12.43 23.5 13.93 55.0 13.53 390.0 12.43 24.0 13.92 55.5 13.53 405.0 12.42 24.5 13.92 56.0 13.52 420.0 12.42 25.0 13.91 56.5 13.52 435.0 12.41 25.5 13.91 57.0 13.51 450.0 I 12.41 26.0 13.90 57.5 13.50 465.0 12.41 26.5 13.89 58.0 13.50 480 .0 12.41 27.0 13.89 58.5 13.49 495.0 12.41 27.5 13.88 59.0 13.48 510.0 12.40 28.0 13.87 60.0 13.47 525.0 12.40 28.5 13.86 65.0 13.41 540.0 12.40 29.0 13.86 70.0 13.36 555.0 12.40 29.5 13.85 75.0 13.31 570.0 12.40 30.0 13.84 80.0 13.27 585.0 12.40 30.5 13.83 85.0 13.22 600.0 I 12.40 31 .0 13.83 90.0 13.18 660.0 I 12.39 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS - 02W13 - SLUG IN Site: Cimarron WA Date: 10/18/2 012 Well (Test): 02W13 (Slug In) Static Water Level (ft): 12.68 Well Depth: 26.7 Screen Length (ft): 14.25 Borehole Diameter (in): 8.75 Slug Volume (ft ):

3 0.039 ft 3 Start Time : 12:59 Slug Type: Mechanical End Time: 13:30 Recorded by: BNB/Troll I Time (s) l w. Level (tt)II Time (s) l w. Level (tt~I Time(s) l w. Level (tt~I Time (s) l w. Level (tt)II Time (s) llw. Level (tt~I Time (s) llw. Level (tt)I 0.0 12.66 31 .5 12.62 63.0 I 12.34 94.5 12.49 180.0 12.55 1080.0 12.60 0.5 12.67 32.0 12.62 63.5 12.34 95.0 12.49 185.0 12.56 1140.0 12.61 1.0 12.67 32.5 12.62 64.0 12.34 95.5 12.49 190.0 12.56 1200.0 12.60 1.5 12.66 33.0 12.62 64.5 12.34 96.0 12.49 195.0 12.56 1260.0 12.61 2.0 12.66 33.5 12.61 65.0 12.35 96 .5 12.50 200.0 12.56 1320.0 12.60 2.5 12.66 34.0 12.62 65.5 12.34 97.0 12.50 205 .0 12.56 1380.0 12.60 3.0 12.66 34.5 12.61 66.0 12.35 97.5 12.49 210.0 12.56 1440.0 12.61 3.5 12.67 35.0 12.61 66.5 12.36 98.0 12.51 215.0 12.56 1500.0 12.61 4 .0 12.67 35.5 12.60 67.0 I 12.36 98.5 12.50 220.0 12.56 1560.0 12.60 4.5 12.67 36 .0 12.60 67.5 I 12.37 99.0 12.50 225 .0 12.56 1620.0 12.60 5.0 12.67 36.5 12.59 68.0 12.37 99.5 12.50 230.0 12.56 1680.0 12.61 5.5 12.67 37.0 11.50 68.5 12.38 100.0 12.50 235.0 12.57 1740.0 12.60 6.0 12.67 37.5 12.52 69.0 12.37 100.5 12.50 240 .0 12.57 6.5 12.67 38.0 11.02 69.5 12.38 101 .0 12.50 245.0 12.57 7.0 12.67 38.5 10.74 70.0 12.39 101.5 12.50 250 .0 12.57 7.5 12.67 39.0 10.76 70.6 I 12.39 102.0 12.50 255.0 12.57 8.0 12.67 39.5 11.27 71.0 I 12.40 102.5 12.51 260.0 12.57 8.5 12.67 40.0 11 .25 71 .5 I 12.40 103.0 12.51 265.0 12.57 9.0 12.67 40.5 11 .25 72.0 12.40 103 .5 12.51 270.0 12.57 9.5 12.67 41 .0 11 .72 72.5 I 12.39 104.0 12.51 275 .0 12.58 10.0 12.67 41 .5 11 .71 73.0 12.40 104.5 12.51 280.0 12.58 10.5 12.67 42.0 11 .52 73.5 12.41 105.0 12.51 285 .0 12.57 11.0 12.67 42.5 11 .79 74.0 12.41 105.5 12.51 290 .0 12.58 11 .5 12.67 43.0 11.86 74.5 12.4 1 106.0 12.51 295.0 12.58 12.0 12.67 43.5 11.89 75.0 12.41 106.5 12.51 300 .0 12.58 12.5 12.67 44.0 11.99 75.6 12.42 107.0 12.51 305 .0 12.58 13.0 12.67 44.5 11.94 76.0 12.42 107.5 12.52 310.0 12.57 13.5 12.67 45.0 11 .96 76.5 12.42 108.0 12.51 315 .0 12.58 14.0 12.67 45.5 11 .99 77.0 12.42 108.5 12.52 320.0 12.58 14.5 12.67 46.0 12.01 77.5 12.43 109.0 12.52 325 .0 12.58 15.0 12.67 46.5 12.03 78.0 I 12.43 109.5 12.51 330.0 12.57 15.5 12.67 47.0 12.04 78.5 12.43 110.0 12.52 335.0 12.58 16.0 12.66 47.5 12.06 79.0 I 12.44 110.5 12.52 340.0 12.58 16.5 12.67 48.0 12.08 79.5 12.44 111 .0 12.52 345 .0 12.59 17.0 12.67 48.5 12.09 80.0 12.44 111 .5 12.52 350.0 12.58 17.5 12.67 49.0 12.1 0 80.5 12.44 112.0 12.52 355.0 12.58 18.0 12.67 49.5 12.12 81.0 12.44 112.5 12.52 360.0 12.58 18.5 12.67 50.0 12.13 81.5 12.44 113.0 12.52 375.0 12.59 19.0 12.67 50.5 12.14 82.0 12.45 113.5 12.52 390.0 12.59 19.5 12.67 51.0 12.16 82.5 12.46 114.0 12.52 405.0 12.58 20.0 12.67 51.5 12.17 83.0 12.46 114.5 12.52 420.0 12.59 20.5 12.67 52.0 12.18 83.5 12.46 115.0 12.51 435.0 12.59 21 .0 12.67 52.5 12.19 84.0 12.46 115.5 12.52 450.0 12.59 21.5 12.67 53.0 12.19 84.5 12.46 116.0 12.53 465.0 12.59 22.0 12.67 53.5 12.20 85.0 I 12.46 116.5 12.53 480.0 12.59 22.5 12.67 54.0 12.21 85.5 12.46 117.0 12.53 495.0 12.60 23.0 12.64 54.5 12.22 86.0 I 12.46 117.5 12.53 510.0 12.60 23.5 12.64 55.0 12.23 86.5 I 12.46 118.0 12.54 525.0 12.59 24.0 12.64 55.5 12.24 87.0 12.47 118.5 12.53 540.0 12.59 24 .5 12.64 56.0 12.24 87.5 I 12.47 119.0 12.53 555.0 12.60 25.0 12.64 56.5 12.25 88.0 12.47 119.5 12.53 570.0 12.60 25.5 12.64 57.0 12.26 88.5 12.48 120.0 12.53 585.0 12.60 26.0 12.64 57.5 12.27 89.0 12.47 125.0 12.53 600.0 12.60 26.5 12.62 58.0 12.27 89.5 I 12.48 130.0 12.52 615 .0 12.60 27.0 12.63 58.5 12.28 90.0 I 12.48 135.0 12.54 630.0 12.60 27.5 12.63 59.0 12.29 90.5 12.48 140.0 12.54 645.0 12.60 28.0 12.63 59.5 12.30 91.0 12.48 145.0 12.55 660.0 12.60 28.5 12.63 60.0 12.31 91 .5 12.49 150.0 12.55 720.0 12.60 29.0 12.63 60.5 12.31 92.0 12.48 155.0 12.54 780.0 12.61 29.5 12.63 61.0 12.32 92.5 12.48 160.0 12.56 840.0 12.60 30.0 12.63 61.5 12.33 93.0 12.48 165.0 12.55 900.0 12.60 30.5 12.63 62.0 12.33 93.5 12.49 170.0 12.55 960.0 12.60 31 .0 12.63 62.5 12.34 94.0 I 12.49 175.0 12.55 1020.001 12.60 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS - 02W13 - SLUG OUT Site: Cimarron WA Date: 10/18/2012 Well (Test): 02W13 (Slug Out) Static Water Level (ft): 12.68 Well Depth: 26.7 Screen Length (ft) : 14.25 Borehole Diameter (in): 8.75 Slug Volume (ft ):

3 0.039 ft 3 Start Time: 12:59 Slug Type: Mechanical End Time: 13:30 Recorded by: BNB/Troll I Time (s) llw. Level (ftlll Time (s) llw. Level (ftMI Time (s) llw. Level (ftMI Time (s) llw. Level {ftlll Time {s) llw. Level {ftMI Time{s) IW. Level lftlll 0.0 12.66 31.5 13.32 63.0 I 12.73 94.5 12.68 180.0 12.66 0.5 12.66 32.0 13.30 63.5 I 12.73 95.0 12.68 185.0 12.65 1.0 12.65 32.5 13.27 64.0 I 12.72 95.5 12.67 190.0 12.66 1.5 12.66 33.0 13.24 64.5 12.72 96.0 12.67 195.0 12.66 2.0 12.66 33.5 13.21 65.0 12.72 96.5 12.68 200.0 12.66 2.5 12.66 34.0 13.19 65.5 12.72 97.0 12.67 205 .0 12.66 3.0 12.66 34.5 13.16 66.0 12.72 97.5 12.67 210.0 12.66 3.5 12.66 35.0 13.12 66.5 I 12.72 98.0 12.67 215.0 12.66 4.0 12.66 35.5 13.10 67.0 I 12.71 98.5 12.67 220.0 12.66 4.5 12.66 36.0 13.08 67.5 I 12.71 99.0 12.67 225.0 12.66 5.0 12.66 36.5 13.06 68.0 12.71 99.5 12.67 230.0 12.66 5.5 12.66 37.0 13.04 68.5 12.71 100.0 12.67 235.0 12.66 6.0 12.66 37.5 13.02 69.0 12.71 100.5 12.67 240.0 12.66 6.5 12.66 38.0 13.01 69.5 12.71 101.0 12.67 245.0 12.66 7.0 12.66 38.5 13.00 70.0 12.71 101.5 12.67 250.0 12.66 7.5 12. 66 39.0 12.98 70.5 12.71 102.0 12.67 255.0 12.66 8.0 12.66 39.5 12.97 71.0 12.71 102.5 12.67 260.0 12.66 8.5 12.66 40.0 12.96 71.6 12.70 103.0 12.67 265.0 12.66 9.0 12.66 40.5 12.94 72.1 12.71 103.5 12.67 270.0 12.66 9.5 12.66 41 .0 12.93 72.5 12.70 104.0 12.67 275.0 12.66 10.0 12.66 41.5 12.92 73.0 12.70 104.6 12.66 280.0 12.66 10.5 12.67 42.0 12.91 73.5 12.70 105.0 12.67 285.0 12.66 11 .0 12.67 42.5 12.90 74.0 12.70 105.5 12.66 290.0 12.66 11 .5 12.67 43.0 12.89 74.5 12.69 106.0 12.66 295.0 12.66 12.0 12.67 43.5 12.88 75.0 12.70 106.5 12.66 300.0 12.66 12.5 12.67 44.0 12.87 75.5 12.70 107.0 12.66 305.0 12.66 13.0 12.67 44.5 12.87 76.0 12.70 107.5 12.66 310.0 12.66 13.5 12.67 45.0 12.86 76.5 12.69 108.1 12.66 315.0 12.66 14.0 12.67 45.5 12.85 77.0 12.69 108.5 12.67 320.0 12.66 14.5 12.67 46.0 12.84 77.5 12.69 109.0 12.66 325.0 12.66 15.0 12.67 46.5 12.84 78.0 12.69 109.5 12.67 330.0 12.65 15.5 12.67 47.0 12.83 78.5 12.69 110.0 12.67 335.0 12.66 16.0 12.66 47.5 12.82 79.0 12.69 110.5 12.67 340.0 12.65 16.5 12.66 48.0 12.82 79.5 12.69 111.0 12.66 345.0 12.66 17.0 12.66 48.5 12.82 80.0 12.69 111.5 12.67 350 .0 12.66 17.5 12.66 49.0 12.81 80.5 12.68 112.0 12.67 355.0 12.66 18.0 12.66 49.5 12.80 81.0 12.68 112.5 12.67 360.0 12.66 18.5 12.66 50.0 12.80 81.5 12.68 113.0 12.67 375.0 12.66 19.0 12.66 50.5 12.80 82.0 12.68 113.5 12.67 19.5 12.66 51.0 12.79 82.5 12.68 114.0 12.67 20.0 12.66 51 .5 12.79 83.0 12.68 114.5 12.67 20.5 12.66 52.0 12.78 83.5 12.68 115.0 12.67 21 .0 12.67 52.5 12.78 84.0 12.67 115.5 12.67 21 .5 15.86 53.0 12.78 84.5 I 12.67 116.0 12.67 22.0 14.74 53.5 12.77 85.1 I 12.67 116.5 12.66 22.5 14.29 54.0 12.77 85.5 i 12.67 117.0 12.67 23.0 14.17 54.5 12.77 86.0 I 12.68 117.5 12.67 23.5 14.08 55.0 12.76 86.5 I 12.67 118.0 12.67 24.0 14.02 55.5 12.76 87.0 I 12.67 118.5 12.67 24.5 13.96 56.0 12.76 87.5 12.68 119.0 12.67 25.0 13.90 56.5 12.75 88.0 12.68 119.5 12.67 25.5 13.83 57.0 12.75 88.5 I 12.68 120.0 12.67 26.0 13.77 57.5 12.75 89.0 12.69 125.0 12.66 26.5 13.72 58.0 12.75 89.5 12.69 130.0 12.66 27.0 13.67 58.5 12.74 90.0 12.68 135.0 12.66 27.5 13.62 59.0 12.74 90.5 12.69 140.0 12.66 28.0 13.58 59.5 12.74 91 .0 12.69 145.0 12.66 28.5 13.54 60.0 12.74 91 .5 12.69 150.0 12.66 29.0 13.50 60.5 12.74 92.0 12.68 155.0 12.66 29.5 13.46 61 .0 12.73 92.5 12.68 160.0 12.66 30.0 13.42 61.5 12.73 93.0 12.68 165.0 12.66 30.5 13.39 62.0 12.73 93.5 12.68 170.0 12.66 31 .0 13.35 62.5 12.73 94.0 12.68 175.0 12.66 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOL OGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS - 02W26 - SLUG IN Site: Cimarron WA Date: 10/25/2012 Well (Test) : 02W26 (Slug In) Static Water Level (ft) : 17.46 Well Depth : 27.08 Screen Length (ft): 14.25 Borehole Diameter (in): 8.75 Slug Volume (ft3 ): 0.039 ft 3 Start Time: 11 :06 Slug Type: Mechanical End Time: 12:42 Recorded by: BNB/Troll I Time (s} Jlw. Level (ft}JI Time (s} JW. Level (ft) Time (s) W. Level (ft Time (s) W. Level (ft) Time (s) lw. Level (ft~ Time (s) lw. Level (ft}J 0.0 17.34 31.5 16.56 95.0 I 16.94 720.0 17.26 0.6 17.34 32.0 16.56 100.0 I 16.95 780 .0 17.27 1.0 17.35 32.5 16.57 105.0 I 16.96 840.0 17.27 1.5 17. 35 33.0 16.57 110.0 16.98 900 .0 17.28 2.0 17.35 33.5 16.58 115.0 I 16.99 960.0 17.28 2.5 17.34 34.0 16.59 120.0 17.00 1020.0 17.29 3.0 17.35 34.5 16.59 125.0 17.02 1080.0 17.29 3.5 17.34 35.0 16.59 130.0 I 17.03 1140.0 17.30 4.0 17. 35 35.5 16.60 135.0 I 17.04 1200.0 17.30 4 .5 17.34 36.0 16.61 140.0 17.05 1260.0 17.31 5.0 17.34 36.5 16.61 145.0 17.05 1320.0 17.30 5.5 17. 33 37.0 16.61 150.0 17. 05 1380.0 17.31 6.0 17.32 37.5 16.62 155.0 17.06 1440.0 17.31 6.5 17 .31 38.0 16.62 160.0 17.07 1500.0 17.31 7.0 15.55 38.5 16.63 165.0 17 .07 1560.0 17.31

7. 5 16.50 39.0 16.64 170.0 I 17.08 1620.0 17.31 8.0 15.48 39.5 16.64 175.0 17.09 1680.0 17.31 8.5 15.44 40.0 16.64 180.0 17.09 1740.0 17.32 9.0 15.23 40.5 16.65 185.0 17.10 1800.0 17.32 9.5 16.42 41 .0 16.65 190.0 17.10 1860.0 17.32 10.0 16.32 41 .5 16.65 195.0 17. 11 1920.0 17.32 10.5 16.00 42.0 16.66 200.0 17.11 1980.0 17.32 11 .0 16.08 42.5 16.66 205.0 17.11 2040.0 17 .32 11 .5 16.12 43.0 16.67 210.0 17.12 2100.0 17.32 12.0 16.14 43.5 16.67 215 .0 I 17.12 2160.0 17.33 12.5 16.17 44.0 16.68 220 .0 I 17.13 2220 .0 17.32 13.0 16.19 44.5 16.68 225 .0 17.13 13.5 16.22 45.0 16.68 230.0 I 17.13 14.0 16.24 45.5 16.69 235.0 I 17.14 14.5 16.26 46.0 16.69 240.0 17.14 15.0 16.28 46.5 16.70 245.0 17.14 15.5 16.28 47.0 16.70 250.0 17.14 16.0 16.30 47.5 16.70 255.0 I 17.15 16.5 16.31 48.0 16.71 260.0 17.15 17.0 16.33 48.5 16.71 265.0 17.15 17.5 16.34 49.0 16.71 270.0 17.16 18.0 16.35 49.5 16.72 275.0 17.1 6 18.5 16.36 50.0 16.72 280.0 17.16 19.0 16.37 50.5 16.73 285.0 17.16 19.5 16.38 51 .0 16.73 290.0 17.16 20.0 16.39 51 .5 16.73 295.0 17.16 20.5 16.40 52.0 16.73 300.0 17.17 21 .0 16.41 52.5 16.74 315 .0 17.17 21 .5 16.42 53.0 16.74 330.0 17.17 22.0 16.43 53.5 16.75 345.0 I 17.18 22.5 16.44 54.0 16.75 360.0 i 17.18 23.0 16.44 54.5 16.75 375.0 l 17.20 23.5 16.46 55.0 16.76 390.0 I 17.19 24.0 16.46 55.5 16.76 405.0 I 17.20 24.5 16.47 56.0 16.76 420 .0 17.20 25.0 16.47 56.5 16.77 435.0 17.20 25.5 16.49 57.0 16.77 450.0 17.21 26.0 16.49 57.5 16.77 465 .0 17.21 26.5 16.50 58.0 16.78 480.0 17.22 27.0 16.50 58.5 16.78 495.0 17.22 27.5 16.52 59.0 16.78 510.0 17.23 28.0 16.52 60.0 16.78 525.0 17.22 28.5 16.52 65.0 16.81 540.0 17.23 29.0 16.53 70.0 16.84 555.0 17.23 29.5 16.54 75.0 16.86 570.0 17.23 30.0 16.54 80.0 16.88 585 .0 I 17.24 30.5 16.55 85.0 16.90 600.0 17.24 31 .0 16.55 90.0 16.92 660.0 17.25 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS - 02W26 - SLUG OUT Site : Cimarron WA Date : 10/25/2012 W ell (Test): 02W26 (Slug Out) Static Water Level (ft): 17.46 Well Depth : 27.08 Screen Length (ft): 14.25 3

Borehole Diameter (in): 8.75 Slug Volume (ft3 ): 0.039 ft Start Time: 11 :06 Slug Type: Mechanical End Time: 12:42 Recorded by: BNB/Troll I Time (s} llw. Level (ft}II Time (s} llw. Level (ftil Time (s} llw. Level (fti Time (s) Ti - . __ el (ft I Time (s} nw. Level (ft}I 0.0 17.29 31 .5 18.79 90.0 I 18.42 660.0 17.50 0.5 17.29 32.0 18.78 95.0 18.40 720.0 17.45 1.0 17.29 32.5 18.78 100.0 18.38 780.0 17.40 1.5 17.29 33.0 18.78 105.0 18.36 840.0 17.36 2.0 17.29 33.5 18.77 110.0 18.35 900.0 17. 33 2.5 17.29 34. 0 18.77 115.0 18.33 960 .0 17.30 3.0 17.29 34.5 18.77 120.0 18.32 1020.0 17.27 3.5 17.29 35.0 18.77 125.0 18.30 1080.0 17. 26 4 .0 17.29 35.5 18.76 130.0 18.29 1140.0 17.24 4 .5 17.29 36.0 18.76 135 .0 I 18.27 1200.0 17.22 5.0 17.29 36.5 18.75 140 .0 I 18. 26 1260.0 17.21 5.5 18. 13 37. 0 18. 75 145.0 18.24 1320 .0 17.20 6.0 18.87 37 .5 18.74 150.0 18.23 1380.0 17.19 6.5 19.13 38.0 18.74 155.0 18.22 1440.0 17.18 7.0 19.23 38.5 18.74 160.0 18.21 1500.0 17.18

7. 5 19.16 39.0 18.73 165 .0 18.19 1560.0 17.17

8. 0 19.12 39.5 18.73 170.0 I 18.18 1620.0 17.16 8.5 19.10 40.0 18. 73 175.0 18.17 1680.0 17.16 9.0 19.08 40.5 18.72 180.0 I 18.15 1740.0 17.16 9.5 19.07 41 .0 18.72 185.0 I 18:14 1800.0 17.16 10.0 19.06 41 .5 18.71 190.0 I 18.13 1860.0 17.16 10.5 19.05 42.0 18. 7 1 195.0 18.12 1920.0 17.15 11 .0 19.10 42.5 18. 7 1 200.0 18.11 1980.0 17.15 11.5 19.10 43.0 18.71 205.0 18.10 2040.0 17.15 12.0 19.10 43.5 18.70 210 .0 18.09 2100.0 17.15 12 .5 19.09 44.0 18.71 215 .0 18.08 2160.0 17.15 13.0 19.08 44.5 18.70 220.0 18.06 2220 .0 17.14 13.5 19.08 45.0 18.70 225 .0 18.06 2280 .0 17.14 14.0 19.08 45.5 18.69 230 .0 I 18.04 2340.0 17.14 14.5 19.06 46.0 18.69 235 .0 18.03 2400 .0 17.14 15.0 19.01 46.5 18.68 240.0 18.02 2460.0 17.14 15.5 18.95 47.0 18.69 24 5.0 18.01 2520.0 17.14 16.0 18.93 47.5 18.69 250.0 I 18.00 2580.0 17.14 16.5 18.93 48.0 18.67 255.0 I 18.00 2640.0 17.14 17.0 18.93 48.5 18.68 260.0 17.99 2700.0 17.14 17.5 18.92 49.0 18.67 265.0 17.98 2760.0 17.14 18.0 18.91 49.5 18.67 270.0 17.97 2820.0 17.15 18.5 18.91 50.0 18.67 275.0 17.96 2880.0 17.14 19.0 18.90 50.5 18.66 280.0 17.95 294 0.0 17.14 19.5 18.90 51 .0 18.66 285 .0 17.94 3000.0 17.14 20.0 18.89 51.5 18.66 290 .0 17.93 3060 .0 17.14 20.5 18.89 52.0 18.65 295.0 17.93 3120.0 17.13 21 .0 18.88 52.5 18.64 300.0 17.91 3180.0 17.13 21.5 18.88 53.0 18.61 315.0 17.89 3240.0 17.13 22.0 18.87 53.5 18.63 330.0 17.87 3300 .0 17.13 22.5 18.87 54.0 18.64 345.0 17.84 23.0 18.86 54.5 18.64 360.0 17.82 23.5 18.87 55.0 18.64 375.0 17.80 24.0 18.85 55.5 18.64 390.0 17.78 24.5 18.85 56.0 18.63 405.0 I 17.76 25.0 18.85 56.5 18.63 420.0 17.74 25.5 18.84 57.0 18.63 435.0 17.72 26.0 18.84 57.5 18.64 450.0 17.71 26.5 18.83 58.0 18.63 465.0 I 17.69 27.0 18.83 58.5 18.62 480.0 17.68 27.5 18.82 59.0 18.62 495.0 I 17.67 28.0 18.82 59.5 18.61 510.0 17.65 28.5 18.81 60.0 18.61 525.0 17.63 29.0 18.81 65.0 18.59 540.0 17.62 29.5 18.81 70.0 18.50 555.0 17.60 30.0 18.80 75.0 18.48 570.0 17.59 30.5 18.79 80.0 18.46 585.0 17.57 31.0 18.80 85.0 18.44 600.0 I 17.56 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS - 02W28 - SLUG IN Site: Cimarron WA Date: 10/18/2012 Well (Test): 02W28 (Slug In) Static Water Level (ft): 14.53 Well Depth: 25.65 Screen Length (ft): 11.2 Borehole Diameter (in): 8.75 Slug Volume (ft3 ): 0.039 ft 3 Start Time: 13:57 Slug Type: Mechanical End Time: 14:52 Recorded by: BNB/Troll I Time(s} llw, Level (ftlll Time (s) llw. Level (ft~I Time (s) llw. Level (ft~I Time (s) llw. Level (ftlll Time (s) llw. Level (tt~I Time (s) llw. Level (ttll 0.0 14.50 31 .5 13.83 63.0 I 14.15 94.5 14.24 180.0 14.34 1080.0 14.47 0.6 14.49 32.0 13.85 63.5 I 14.15 95.0 14.25 185.0 14.34 1140.0 14.47 1.0 14.50 32.5 13.86 64.0 I 14.15 95.5 14.25 190.0 14.34 1200.0 14.47 1.5 14.50 33.0 13.87 64.5 14.14 96.0 14.25 195.0 14.35 1260.0 14.47 2.0 14.50 33.5 13.88 65.0 14.16 96.5 14.25 200.0 14.35 1320.0 14.47 2.5 14.50 34.0 13.91 65.5 14.16 97.0 14.26 205.0 14.35 1380.0 14.47 3.0 14.50 34.5 13.90 66.0 14.16 97.5 14.25 210.0 14.36 1440.0 14.47 3.5 14.50 35.0 13.91 66.5 I 14.16 98.0 14.25 215.0 14.36 1500.0 14.47 4.0 14.50 35.5 13.92 67.0 I 14.16 98 .5 14.25 220.0 14.36 1560.0 14.47 4 .5 14.50 36.0 13.93 67.5 I 14.16 99.0 14.25 225.0 14.36 1620.0 14.47 5.0 14.50 36.5 13.94 68.0 14.17 99.5 14.25 230.0 14.36 1680.1 14.48 5.5 14.50 37.0 13.95 68.5 14.17 100.0 14.25 235.0 14.37 1740.0 14.48 6.0 14.50 37.5 13.96 69.0 14.17 100.5 14.26 240.0 14.37 1800.0 14.48 6.5 14.50 38 .0 13.97 69.5 14.18 101.0 14.26 245.0 14.37 7 .0 14.49 38.5 13.98 70.0 14.18 101 .5 14.25 250.0 14.37 7.5 14.50 39.0 13.98 70.5 14.17 102.0 14.25 255.0 14.37 8.0 14.50 39.5 13.99 71.0 I 14.18 102.5 14.25 260.0 14.38 8.5 14.50 40.0 13.99 71 .5 I 14.20 103.0 14.26 265 .0 14.37 9.0 14.50 40.5 14.00 72.0 14.18 103.5 14.26 270 .0 14.38 9.5 14.50 41 .0 14.00 72.5 14.18 104.0 14.26 275.0 14.38 10.0 14.50 41.5 14.01 73.0 14.18 104.5 14.26 280.0 14.38 10.5 14.50 42.0 14.02 73.5 14.18 105.0 14.26 285.0 14.38 11.0 14.50 42.5 14.02 74.0 14.19 105.5 14.27 290.0 14.39 11 .5 14.50 43.0 14.03 74.5 14.19 106.0 14.26 295.0 14.38 12.0 14.50 43 .5 14.03 75.0 14.19 106.5 14.26 300.0 14.39 12.5 14.50 44.0 14.04 75.5 14.19 107.0 14.26 305.0 14.39 13.0 14.50 44.5 14.04 76.0 14.19 107.5 14.27 310.0 14.39 13.5 14.50 45.0 14.05 76.5 14.20 108.0 14.27 315.0 14.39 14.0 14.50 45.5 14.05 77.0 14.19 108.5 14.27 320.0 14.40 14.5 14.50 46.0 14.07 77.5 14.19 109.0 14.29 325.0 14.40 15.0 14.50 46.5 14.05 78.0 14.20 109.5 14.29 330.0 14.40 15.5 14.51 47.0 14.06 78.5 14.20 110.0 14.28 335.0 14.40 16.0 14.50 47.5 14.07 79.0 14.20 110.5 14.28 340.0 14.40 16.5 14.51 48.0 14.07 79.5 14.20 111.0 14.28 345.0 14.40 17.0 14.50 48.5 14.07 80.0 14.20 111.5 14.28 350.0 14.40 17.5 14.46 49.0 14.08 80.5 14.20 112.0 14.28 355.0 14.41 18.0 10.21 49.5 14.08 81 .0 I 14.21 112.5 14.28 360.0 14.40 18.5 11 .71 50.0 14.09 81 .5 I 14.19 113.0 14.27 375.0 14.41 19.0 12.08 50.5 14.09 82.0 I 14.22 113.5 14.28 390.0 14.41 19.5 12.90 51 .0 14.09 82.5 14.21 114.0 14.28 405.0 14.41 20.0 13.23 51 .5 14.09 83.0 14.21 114.5 14.28 420.0 14.42 20.5 13.21 52.0 14.10 83.5 14.21 115.0 14.29 435.0 14.42 21.0 13.24 52.5 14.10 84.0 14.22 115.5 14.28 450.0 14.42 21.5 13.29 53.0 14.11 84.5 14.21 116.0 14.29 465.0 14.43 22.0 13.34 53.5 14.11 85.0 I 14.22 116.5 14.28 480.0 14.43 22.5 13.38 54.0 14.10 85.5 I 14.22 117.0 14.29 495.0 14.43 23.0 13.42 54.5 14.11 86.0 I 14.22 117.5 14.28 510.0 14.43 23.5 13.46 55.0 14.12 86.5 I 14.22 118.0 14.28 525 .0 14.44 24.0 13.50 55.5 14.12 87.0 I 14.22 118.5 14.28 540.0 14.44 24.5 13.53 56.0 14.11 87.5 14.23 119.0 14.28 555.0 14.44 25.0 13.57 56.5 14.12 88.0 14.23 119.5 14.28 570.0 14.44 25.5 13.60 57.0 14.12 88.5 14.23 120.0 14.29 585.0 14.44 26.0 13.63 57.5 14.12 89.0 14.23 125.0 14.29 600.0 14.44 26.5 13.65 58.0 14.12 89.5 14.23 130.0 14.32 615.0 14.44 27.0 13.67 58.5 14.13 90.0 14.23 135.0 14.30 630.0 14.45 27.5 13.69 59.0 14.13 90.5 14.23 140.0 14.31 645.0 14.45 28.0 13.71 59.5 14.13 91 .0 I 14.23 145.0 14.32 660.0 14.45 28.5 13.74 60.0 14.13 91 .5 14.24 150.0 14.31 720.0 14.45 29.0 13.75 60.5 14.13 92.0 14.24 155.0 14.32 780.0 14.46 29.5 13.77 61.0 14.14 92.5 14.23 160.0 14.32 840.0 14.46 30.0 13.79 61.5 14.14 93.0 14.23 165.0 14.33 900.0 14.46 30.5 13.80 62.0 14.14 93.5 14.25 170.0 14.33 960.0 14.46 31.0 13.82 62.5 14.15 94.0 14.25 175.0 14.33 1020.0 14.46 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RES UL TS - 02W28 - SLUG OUT Site: Cimarron WA Date : 10/18/2012 Well (Test): 02W28 (Slug Out) Static Water Level (ft): 14.53 Well Depth: 25.65 Screen Length (ft): 11 .2 Borehole Diameter (in): 8.75 Slug Volume (ft\ 0.039 ft 3 Start Time: 13:57 Slug Type: Mechanical End Time: 14:52 Recorded by: BNB/Troll I Time (s) llw. Level (ftlll Time (s) llw. Level (ft~I Time(s) llw. Level (ft~I Time (s} llw. Level (ftlll Time (s) llw. Level (ft~I Time (s) llw. Level (ftll 0.0 14.52 31 .5 14.53 63.0 I 15.12 94.5 14.84 180.0 14.70 1080.0 14.53 0.6 14.52 32.0 14.53 63.5 I 15.11 95.1 14.84 185.0 14.70 1140.0 14.54 1.0 14.52 32.5 14.53 64.0 I 15.09 95.5 14.83 190.0 14.69 1200.0 14.53 1.5 14.53 33.0 14.52 64.5 15.09 96.0 14.83 195.0 14.69 2.0 14.53 33.5 14.52 65.0 I 15.08 96.5 14.83 200.0 14.68 2.5 14.53 34.0 14.53 65.5 15.07 97.0 14.84 205.0 14.69 3.0 14.53 34.5 14.53 66.0 15.06 97 .5 14.83 210.0 14.68 3.6 14.53 35.0 14.53 66.5 15.05 98.0 14.83 215.0 14.67 4 .0 14.52 35.5 18.05 67.0 15.04 98.5 14.83 220.0 14.67 4.5 14.53 36.0 16.58 67.5 15.03 99.0 14.82 225.0 14.67 5.0 14.53 36 .5 16.47 68.0 15.03 99.5 14.82 230.0 14.67 5.5 14.52 37.0 16.30 68.5 15.02 100.0 14.82 235 .0 14.67 6 .0 14.54 37.5 16.25 69.0 15.02 100.5 14.82 240.0 14.66 6.5 14.53 38.0 16.23 69.5 15.00 101.0 14.82 245.0 14.66 7 .0 14.53 38.5 16.19 70.0 15.00 101 .5 14.82 250.0 14.66 7 .5 14.53 39.0 16.18 70.5 15.00 102.0 14.82 255.0 14.65 8.0 14.52 39.5 16.12 71 .0 14.99 102.5 14.81 260.0 14.66 8.5 14.52 40.0 16.09 71.5 14.98 103.0 14.81 265.0 14.65 9.0 14.52 40.5 16.05 72.0 14.98 103.5 14.81 270.0 14.65 9.5 14.52 41.0 16.04 72.5 14.97 104.0 14.81 275.0 14.64 10.0 14.52 41.5 16.00 73.0 14.96 104.5 14.80 280 .0 14.64 10.5 14.53 42.0 15.96 73.5 14.96 105.0 14.81 285.0 14.64 11.0 14.53 42.5 15.94 74.0 14.96 105.5 14.8 290.0 14.64 11 .5 14.52 43.0 15.91 74.5 14.95 106.0 14.8 295.0 14.64 12.0 14.52 43.5 15.89 75.0 14.95 106.5 14.8 300.0 14.63 12.5 14.52 44.0 15.85 75.5 14.94 107.0 14.8 305.0 14.63 13.0 14.52 44.5 15.82 76.0 14.94 107.5 14.8 310.0 14.63 13.5 14.53 45.0 15.80 76.5 14.94 108.0 14.8 315.0 14.63 14.0 14.52 45.5 15.77 77.0 14.93 108.5 14.8 320.0 14.62 14.5 14.52 46.0 15.75 77.5 14.93 109.0 14.8 325.0 14.62 15.0 14.52 46.5 15.72 78.0 14.93 109.5 14.8 330.0 14.62 15.5 14.52 47.0 15.69 78.5 14.92 110.0 14.8 335.0 14.61 16.0 14.52 47.5 15.67 79.0 14.92 110.5 14.8 340.0 14.62 16.5 14.53 48.0 15.66 79.5 14.91 111 .0 14.8 345.0 14.61 17.0 14.52 48.5 15.63 80.0 14.91 111 .5 14.8 350.0 14.60 17.5 14.50 49.0 15.60 80.5 I 14.91 112.0 14.8 355.0 14.60 18.0 14.50 49.5 15.57 81 .0 I 14.90 112.5 14.8 360.0 14.60 18.5 14.54 50.0 15.56 81.5 I 14.90 113.0 14.8 375 .0 14.61 19.0 14.53 50.5 15.53 82.0 14.90 113.5 14.8 390.0 14.60 19.5 14.52 51.0 15.51 82.5 14.89 114.0 14.8 405.0 14.59 20.0 14.53 51.5 15.49 83.0 14.89 114.5 14.8 420.0 14.59 20.5 14.53 52.0 15.47 83.5 14.89 115.0 14.8 435.0 14.59 21 .0 14.53 52.5 15.44 84.0 14.89 115.5 14.8 450.0 14.59 21.5 14.53 53.0 15.42 84.5 I 14.88 116.0 14.8 465.0 14.58 I

22.0 14.53 53.5 15.40 85.0 I 14.88 116.5 14.8 480.0 14.58 22.5 14.53 54.0 15.38 85.5 I 14.88 117.0 14.8 495 .0 14.58 I

23.0 14.53 54.5 15.36 86.0 I 14.88 117.5 14.8 510.0 14.58 23.5 14.53 55.0 15.34 86.5 14.88 118.0 14.8 525 .0 14.57 24.0 14.53 55.5 15.32 87.0 14.87 118.5 14.8 540.0 14.57 24.5 14.53 56.0 15.31 87.5 14.87 119.0 14.8 555.0 14.57 25.0 14.52 56.5 15.29 88.0 I 14.87 119.5 14.8 570.0 14.56 25.5 14.53 57.0 15.28 88.5 14.88 120.0 14.8 585.0 14.56 26.0 14.53 57.5 15.27 89.0 14.86 125.0 14.8 600.0 14.56 26.5 14.53 58.0 15.25 89.5 I 14.86 130.0 14.8 615.0 14.56 27.0 14.53 58.5 15.23 90.0 14.86 135.0 14.7 630 .0 14.56 27.5 14.53 59.0 15.22 90.5 14.86 140.0 14.7 645.0 14.55 28.0 14.53 59.5 15.20 91 .0 14.85 145.0 14.7 660.0 14.55 28.5 14.53 60.0 15.18 91.6 I 14.85 150.0 14.7 720.0 14.55 29.0 14.52 60.5 15.17 92.0 14.85 155.0 14.7 780 .0 14.55 29.5 14.53 61 .0 15.16 92.5 14.84 160.0 14.7 840.0 14.54 30.0 14.53 61.5 15.16 93.0 14.84 165.0 14.7 900.0 14.53 30.5 14.52 62.0 15.14 93.5 14.84 170.0 14.7 960 .0 14.54 31.0 14.53 62.5 15.13 94.0 I 14.84 175.0 14.7 1020.0 14.54 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS - 02W39 - SLUG IN Site: Cimarron WA Date: 10/18/2012 Well (Test): 02W39 (Slug In) Static Water Level (ft): 16.81 Well Depth: 25.00 Screen Length (ft): 14.2 Borehole Diameter (in): 8.75 Slug Volume (ft3): 0.039 ft 3 Start Time: 15:16 Slug Type: Mechanical End Time: 16:34 Recorded by: BNB/Troll I Time {s} l w. Level {ftlll Time {s} llw. Level {ft~I Time {s} llw. Level {ft~I Time {s) llw. Level {ftlll Time {s) llw. Level {ft~I Time {s) llw. Level {ft)I 0.0 16.80 31 .5 16.21 63.0 I 16.33 94.5 16.39 180.0 16.49 1080.0 16.75 0.5 16.80 32.0 16.23 63.5 I 16.32 95.0 16.40 185.0 16.50 1140.0 16.75 1.0 16.80 32.5 16.22 64.0 I 16.33 95.5 16.40 190.0 16.50 1200.0 16.75 1.5 16.80 33.0 16.22 64.5 I 16.33 96.0 16.40 195.0 16.50 1260.0 16.75 2.0 16.80 33.5 16.23 65.0 16.33 96.5 16.40 200.0 16.51 1320.0 16.76 2.5 16.81 34.0 16.22 65.5 16.33 97.0 16.40 205 .0 16.51 1380.0 16.76 3.0 16.80 34.5 16.23 66.0 16.33 97.5 16.40 210.0 16.51 1440.0 16.75 3.5 16.80 35.0 16.22 66.5 I 16.34 98.0 16.38 215 .0 16.52 1500.0 16.75 4.0 16.80 35.5 16.23 67.0 I 16.34 98.5 16.41 220.0 16.52 1560.0 16.76 4 .5 16.80 36.0 16.24 67.5 I 16.34 99.0 16.40 225 .0 16.53 5.0 16.80 36.6 16.24 68.0 16.34 99.5 16.40 230.0 16.53 5.5 16.80 37.0 16.24 68.5 16.34 100.0 16.40 235.0 16.53 6.0 16.80 37.5 16.24 69.0 16.34 100.5 16.40 240 .0 16.54 6.5 16.80 38.0 16.25 69.5 16.34 101 .0 16.40 245.0 16.54 7.0 16.80 38.5 16.24 70.0 16.35 101.5 16.41 250 .0 16.54 7.5 16.80 39.0 16.25 70.5 I 16.35 102.0 16.41 255.0 16.54 8.0 16.80 39.5 16.25 71.0 I 16.35 102.5 16.41 260.0 16.54 8.5 16.80 40.0 16.26 71.5 16.35 103.0 16.40 265.0 16.55 9.0 16.79 40.5 16.26 72.0 16.35 103.5 16.41 270.0 16.56 9.5 16.79 41.0 16.26 72.5 16.35 104.0 16.42 275.0 16.56 10.0 16.78 41.6 16.25 73.0 16.35 104.5 16.41 280.0 16.56 10.5 16.78 42.0 16.26 73.5 16.35 105.0 16.41 285.0 16.57 11 .0 16.78 42.5 16.26 74.0 16.35 105.5 16.41 290.0 16.57 11 .5 16.78 43.0 16.26 74.5 16.35 106.0 16.41 295.0 16.57 12.0 16.77 43.5 16.27 75.0 16.35 106.5 16.41 300.0 16.57 12.5 16.77 44.0 16.27 75.5 16.36 107.0 16.41 305 .0 16.58 13.0 15.01 44.5 16.27 76.0 I 16.36 107.5 16.41 310.0 16.58 13.5 16.19 45.0 16.27 76.5 16.36 108.0 16.41 315.0 16.59 14.0 16.20 45.5 16.27 77.0 16.36 108.5 16.41 320.0 16.59 14.5 15.38 46.0 16.28 77.5 16.36 109.0 16.42 325.0 16.59 15.0 15.52 46.5 16.28 78.0 16.36 109.5 16.42 330.0 16.60 15.5 15.70 47.0 16.28 78.5 16.36 110.0 16.42 335.0 16.60 16.0 15.37 47.5 16.28 79.0 16.37 110.5 16.42 340.0 16.60 16.5 15.96 48.0 16.28 79.5 16.36 111.0 16.42 345.0 16.60 17.0 15.98 48.5 16.27 80.0 16.37 111 .5 16.41 350.0 16.60 17.5 15.98 49.0 16.29 80.5 16.39 112.0 16.43 355 .0 16.61 18.0 16.03 49.5 16.29 81.0 I 16.36 112.5 16.42 360.0 16.61 18.5 16.05 50.0 16.29 81 .5 16.37 113.0 16.42 375 .0 16.62 19.0 16.08 50.5 16.29 82.0 16.37 113.5 16.43 390.0 16.62 19.5 16.08 51 .0 16.29 82.5 16.37 114.0 16.43 405.0 16.63 20.0 16.10 51 .5 16.29 83.0 16.37 114.5 16.42 420.0 16.66 20.5 16.11 52.0 16.30 83.5 16.37 115.0 16.43 435.0 16.64 21.0 16.12 52.5 16.30 84.0 16.37 115.5 16.42 450.0 16.65 21.5 16.13 53.0 16.30 84.5 I 16.37 116.0 16.43 465.0 16.66 22.0 16.14 53.5 16.30 85.0 16.38 116.5 16.43 480.0 16.66 22.5 16.14 54.0 16.31 85.5 16.38 117.0 16.43 495.0 16.67 23.0 16.14 54.5 16.31 86.0 16.38 117.5 16.43 510.0 16.67 23.5 16.16 55.0 16.31 86.5 16.38 118.0 16.44 525.0 16.68 24.0 16.17 55.5 16.31 87.0 16.38 118.5 16.47 540.0 16.68 24.5 16.17 56.0 16.31 87.5 16.38 119.0 16.43 555.0 16.69 25.0 16.17 56.5 16.31 88.0 16.38 119.5 16.43 570.0 16.69 25.5 16.17 57.0 16.31 88.5 16.38 120.0 16.44 585.0 16.69 26.0 16.18 57.5 16.31 89.0 16.38 125.0 16.44 600.0 16.69 26.5 16.17 58.0 16.32 89.5 16.39 130.0 16.44 615.0 16.70 27.0 16.18 58.5 16.31 90.0 16.39 135.0 16.45 630.0 16.71 27.5 16.19 59.0 16.32 90.5 16.39 140.0 16.45 645.0 16.71 28.0 16.19 59.5 16.32 91 .0 16.41 145.0 16.46 660.0 16.71 28.5 16.20 60.0 16.32 91 .5 I 16.38 150.0 16.46 720.0 16.72 29.0 16.20 60.5 16.32 92.0 16.39 155.0 16.47 780.0 16.73 29.5 16.20 61.0 16.32 92.5 16.39 160.0 16.48 840.0 16.73 30.0 16.21 61 .5 16.32 93.0 I 16.39 165.0 16.49 900.0 16.74 30.5 16.21 62.0 16.32 93.5 16.39 170.0 16.48 960.0 16.74 31 .0 16.21 62.5 16.33 94.0 I 16.40 175.0 16.49 1020.0 16.75 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C-10 -SLUG TEST RESULTS - 02W39 -SLUG OUT Site: Cimarron WA Date: 10/18/2012 Well (Test): 02W39 (Slug Out) Static Water Level (ft): 16.81 Well Depth: 25.00 Screen Length (ft): 14.2 Borehole Diameter (in): 8.75 Slug Volume (ft\ 0.039 ft 3 Start Time: 15:16 Slug Type: Mechanical End Time: 16:34 Recorded by: BNB/Troll I Time{s) llw. Level {ft)II Time {s) llw. Level {ftMI Time {s) llw. Level {ftMI Time {s) llw. Level {ftlll Time {s) llw. Level {ftMI Time {s) llw. Level {ft)I 0.0 16.80 31 .5 18.39 63.0 18.02 94.5 17.74 180.0 17.28 1080.0 16.92 0.5 16.80 32.0 18.39 63.5 I 18.02 95.0 17.74 185.0 17.27 1140.0 16.92 1.0 16.81 32.5 18.38 64 .0 I 18.02 95.5 17.73 190.0 17.26 1200.0 16.92 1.5 16.81 33.0 18.37 64.5 I 18.01 96.0 17.73 195.0 17.25 1260.0 16.92 2.0 16.81 33.5 18.36 65.0 18.01 96.5 17.72 200.0 17.24 1320.0 16.92

2. 5 16.81 34.0 18.36 65.5 18.00 97.0 17.72 205.0 17.23 1380.0 16.91

3. 0 16.81 34.5 18.35 66.0 18.00 97. 5 17.72 210.0 17 .22 1440.0 16.91 3.5 16.81 35.0 18.34 66.5 17.99 98.0 17.71 215.0 17.20 1500.0 16.91 4 .0 16.80 35.5 18.34 67.0 17.99 98.5 17.71 220.0 17.20 1560.0 16.91

4. 5 16.79 36.0 18.33 67.5 17.98 99.0 17.70 225.0 17.19 1620.0 16.91 5.0 16.81 36 .5 18.32 68.0 17.97 99.5 17.70 230.0 17.18 1680.0 16.91 5.5 16.80 37. 0 18.31 68.5 17.97 100.0 17.7 0 235.0 17.17 1740.0 16.91 6.0 16.80 37.5 18.31 69.0 17.96 100.5 17.69 240.0 17.17 1800.0 16.91 6.5 16.80 38.0 18.30 69.5 17.96 101 .0 17.69 245.0 17.16 1860.0 16.91 7.0 16.80 38.5 18.30 70.0 I 17.96 101 .5 17.69 250.0 17.16 1920.0 16.91 7.5 16.80 39.0 18.29 70.5 I 17.96 102. 0 17.69 255.0 17.15 1980.0 16.91 8.0 16.80 39 .5 18.29 71 .0 I 17.94 102.5 17.68 260.0 17.14 2040.0 16.91 8.5 16.8 1 40.0 18.28 71 .5 17.94 103.0 17.68 265.0 17.13 2100.0 16.91 9.0 16.81 40.5 18.27 72.0 17.94 103.5 17.67 270.0 17 .13 2160.0 16.91 9.5 16.81 4 1.0 18.27 72.5 17.93 104. 0 17.67 275.0 17.1 3 2220.0 16.90 10.0 16.81 41.5 18.26 73.0 17.93 104.5 17.67 2 80.0 17.12 2280.0 16.91 10.5 16.81 4 2.0 18.25 73.5 17.93 105.0 17.66 285.0 17.11 2340.0 16.91 11 .0 16.81 42.5 18.24 74.0 17.92 105.5 17.66 290.0 17.11 2400.0 16.91 11 .5 16.81 43.0 18.24 74.5 17.92 106.0 17.65 295 .0 17.11 2461.0 16.91 12.0 16.81 43.5 18.23 75.0 17.91 106.5 17.65 300.0 17.11 2520.0 16.91 12.5 16.81 44.0 18.23 75.5 17.91 107.0 17.65 305.0 17.10 2580.0 16.91 13.0 16.81 44.5 18.22 76.0 17.90 107.5 17.64 310.0 17.10 2640.0 16.91 13.5 16.84 4 5. 0 18.22 76.5 17.90 108.0 17.64 315.0 17.10 2700.0 16.91 14.0 17.57 45.5 18.21 77.0 17.89 108.5 17.64 320.0 17.09 2760.0 16.91 14.5 17.76 46.0 18.20 77.5 17.89 109.0 17.63 325.0 17.09 2820.0 16.91 15.0 18.63 46.5 18.19 78.0 17.88 109.5 17.63 330.0 17.08 2880.0 16.91 15.5 18.76 47.0 18.19 78.5 17.87 110.0 17.63 335.0 17.08 2940.0 16.91 16.0 18.74 47.5 18.18 79.0 17.87 110.5 17.62 340.0 17.08 16.5 18.72 48 .0 18.18 79.5 17.87 111 .0 17.62 345 .0 17.08 17.0 18.71 48.5 18.17 80.0 17.86 111.5 17.62 350.0 17.07 17.5 18.69 49.0 18.17 80.5 17.86 112.0 17.62 355.0 17.07 18.0 18.66 49.5 18.16 81 .0 17.85 112.5 17.61 360.0 17.07 18.5 18.65 50.0 18.16 81.5 17.85 113.0 17.61 375.0 17.05 19.0 18.64 50.5 18.15 82.0 17.84 113.5 17.61 390.0 17.05 19.5 18.63 51 .0 18.15 82 .5 I 17.84 114.0 17.60 405.0 17.04 20.0 18.61 51 .5 18.14 83.0 17.84 11 4. 5 17.60 420 .0 17.04 20.5 18.60 52.0 18.13 83.5 17.83 115.0 17.60 435 .0 17.03 21 .0 18.59 52.5 18.13 84.0 I 17.82 115.5 17.60 450 .0 17.02 I

21.5 18.58 53.0 18.12 84.5 17.82 116.0 17.59 465 .0 17.02 22.0 18.57 53.5 18.12 85.0  ! 17.82 116.5 17.59 480.0 17.02 22.5 18.56 54.0 18.11 85.5 17.82 117.0 17.59 495.0 17.01 23.0 18.55 54.5 18.11 86.0 I 17.82 117.5 17.58 510.0 17.00 23.5 18.54 55.0 18.10 86.5 I 17.81 118.0 17.58 525.0 17.00 24.0 18.53 55.5 18.10 87.0 17.81 118.5 17.57 540.0 17.00 24.5 18.51 56.0 18.09 87.5 17.80 119.0 17.57 555 .0 16.99 25.0 18.51 56.5 18.08 88 .0 I 17.80 119.5 17.57 570.0 16.99 25.5 18.49 57.0 18.08 88.5 17.79 120.0 17.56 585 .0 16.98 26.0 18.49 57.5 18.08 89 .0 I 17.79 125.0 17.53 600.0 16.98 26.5 18.47 58.0 18.07 89.5 17.78 130.0 17.51 615.0 16.97 27.0 18.47 58.5 18.07 90.0 17.78 135.0 17.48 630.0 16.97 27.5 18.47 59.0 18.06 90.5 17.78 140.0 17.46 645.0 16.96 28.0 18.46 59.5 18.06 91 .0 17.76 145.0 17.45 660.0 16.97 28.5 18.43 60.0 18.05 91.5 I 17.76 150.0 17.41 720.0 16.95 29.0 18.43 60.5 18.05 92.0 17.76 155.0 17.40 780.0 16.94 29.5 18.43 61.0 18.05 92.5 I 17.76 160.0 17.38 840 .0 16.94 30.0 18.42 61.5 18.04 93.0 I 17.76 165.0 17.33 900 .0 16.93 30.5 18.41 62.0 18.04 93.5 17.75 170.0 17.32 960.0 16.93 31.0 18.40 62.5 18.03 94.0 I 17.74 175.0 17.30 1020.0 16.92 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS - GE-BA1 SLUG IN Site: Cimarron WA Date: 10/18/2012 Well (Test): GE-BA1-01 (Slug In) Static Water Level (ft): 12.88 Well Depth: 25.91 Screen Length (ft): 15 Borehole Diameter (in): 10 Slug Volume (ft3 ): 0.128 Start Time: 10:25 Slug Type: Mechanical End Time: 12:31 Recorded by: BNB I Time (s) llw. Level (ftlll Time (s) lw. Level (ftHI Time (s) llw. Level (ftHI Time (s) lw. Level (ft)II Time (s) llw. Level (ftil Time (s) llw. Level (ft)I 0.0 12.85 31 .5 12.31 63.0 12.33 94.5 12.34 180.0 12.36 1080.0 12.52 0.5 12.85 32.0 12.31 63.5 I 12.33 95.0 12.34 185.0 12.37 1140.0 12.52 1.0 12.86 32.5 12.31 64.0 12.33 95.5 12.34 190.0 12.37 1200.0 12.53 1.5 12.86 33.0 12.31 64.5 12.33 96.0 12.34 195.0 12.37 1260.0 12.54 2.0 12.86 33.5 12.31 65.0 I 12.32 96.5 12.34 200.0 12.37 1320.0 12.54 2.5 12.86 34.0 12.32 65.5 12.33 97.0 12.34 205.0 12.37 1380.0 12.55 3.0 12.86 34.5 12.32 66.0 12.33 97.5 12.34 210.0 12.38 1440.0 12.56 3.5 12.86 35.0 12.32 66.5 12.33 98.0 12.34 215.0 12.38 1500.0 12.56 4 .0 12.85 35.5 12.32 67.0 12.33 98.5 12.34 220.0 12.38 1560.0 12.57 4.5 12.85 36.0 12.32 67.5 I 12.33 99.0 12.34 225.0 12.38 1620.0 12.58 5.0 12.86 36.5 12.31 68.0 12.33 99.5 12.34 230.0 12.38 1680.0 12.58 5.5 12.86 37.0 12.32 68.5 I 12.33 100.0 12.34 235.0 12.38 1740.0 12.59 6.0 12.86 37.5 12.32 69.0 12.33 100.5 12.34 240.0 12.38 1800.0 12.59 6.5 12.86 38.0 12.32 69.5 12.33 101.0 12.34 245.0 12.39 1860.0 12.59 7.0 12.86 38.5 12.32 70.0 12.33 101 .5 12.34 250.0 12.39 1920.0 12.60 7.5 12.86 39.0 12.32 70.5 12.33 102.0 12.34 255.0 12.39 1980.0 12.60 8.0 12.86 39.5 12.32 71.0 12.33 102.5 12.34 260.0 12.39 2040.0 12.61 8.5 12.87 40.0 12.32 71 .5 12.33 103.0 12.34 265.0 12.39 2100.0 12.61 9.0 12.85 40.5 12.32 72.0 12.33 103.5 12.34 270.0 12.39 2160.0 12.62 9.5 12.86 41 .0 12.32 72.5 12.33 104.0 12.34 275.0 12.39 2220.0 12.62 10.0 12.85 41 .5 12.32 73.0 12.33 104.5 12.34 280 .0 12.39 2280.0 12.63 10.5 12.85 42.0 12.32 73.5 12.33 105.0 12.34 285 .0 12.40 2340.0 12.63 11 .0 12.86 42.5 12.32 74.0 I 12.33 105.5 12.34 290 .0 12.40 2400.0 12.63 11 .5 12.86 43.0 12.32 74.5 I 12.33 106.0 12.34 295.0 12.40 2460.0 12.63 12.0 12.86 43.5 12.32 75.0 I 12.33 106.5 12.34 300 .0 12.40 2520.0 12.64 12.5 12.86 45.0 12.32 75.5 I 12.33 107.0 12.34 305.0 12.40 2580.0 12.64 13.0 12.86 45.2 12.32 76.0 12.33 107.5 12.34 310.0 12.40 2640.0 12.64 13.5 12.86 45.4 12.32 76.5 I 12.34 108.0 12.34 315.0 12.40 2700.0 12.65 14.0 12.19 45.7 12.32 77.0 I 12.33 108.5 12.34 320.0 12.41 2760.0 12.65 14.5 10.84 46.0 12.32 77.5 12.33 109.0 12.34 325.0 12.40 2820.0 12.65 15.0 11 .09 46.5 12.32 78.0 I 12.33 109.5 12.34 330.0 12.41 2880.0 12.66 15.5 13.23 47.0 12.32 78.5 12.33 110.0 12.34 335.0 12.41 2940.0 12.66 16.0 10.61 47.5 12.32 79.0 I 12.33 110.5 12.34 340.0 12.41 3000.0 12.66 16.5 12.14 48.0 12.32 79.5 12.33 111 .0 12.34 345.0 12.41 3060.0 12.66 17.0 11.98 48.5 12.32 80.0 12.33 111.5 12.34 350.0 12.41 3120.0 12.67 17.5 12.54 49.0 12.33 80.5 12.34 112.0 12.34 355.0 12.41 3180.0 12.67 18.0 12.22 49.5 12.32 81 .0 I 12.33 112.5 12.34 360.0 12.41 3240.0 12.67 18.5 12.37 50.0 12.32 81.5 I 12.33 113.0 12.35 375.0 12.41 3300.0 12.67 19.0 12.33 50.5 12.32 82.0 I 12.34 113.5 12.34 390.0 12.42 3360.0 12.68 19.5 12.28 51 .0 12.32 82.5 12.34 114.0 12.35 405.0 12.42 3420.0 12.68 20.0 12.31 51.5 12.32 83.0 12.33 114.5 12.35 420.0 12.43 3480.0 12.69 20.5 12.32 52.0 12.32 83.5 12.33 115.0 12.35 435.0 12.43 3540.0 12.69 21.0 12.30 52.5 12.32 84.0 12.34 115.5 12.35 450.0 12.43 3600.0 12.69 21.5 12.30 53.0 12.32 84.5 I 12.33 116.0 12.34 465.0 12.44 3660.0 12.69 85.0 I 12.34 116.5 12.35 480.0 12.44 22.0 12.31 53.5 12.32 I 22.5 12.31 54.0 12.32 85.5 I 12.34 117.0 12.34 495.0 12.44 23.0 12.31 54.5 12.32 86.0 I 12.33 117.5 12.34 510.0 12.44 23.5 12.31 55.0 12.33 86.5 I 12.34 118.0 12.34 525.0 12.44 24.0 12.31 55.5 12.32 87.0 12.33 118.5 12.34 540.0 12.45 24.5 12.31 56.0 12.32 87.5 12.34 119.0 12.35 555.0 12.45 25.0 12.31 56.5 12.33 88.0 12.34 119.5 12.34 570.0 12.45 25.5 12.31 57.0 12.32 88.5 12.34 120.0 12.34 585.0 12.45 26.0 12.31 57.5 12.32 89.0 12.34 125.0 12.35 600.0 12.46 26.5 12.31 58.0 12.33 89.5 12.34 130.0 12.35 615.0 12.46 27.0 12.31 58.5 12.33 90.0 I 12.34 135.0 12.35 630.0 12.46 27.5 12.31 59.0 12.32 90.5 I 12.34 140.0 12.36 645.0 12.46 28.0 12.31 59.5 12.32 91.0 12.34 145.0 12.35 660.0 12.46 28.5 12.31 60.0 12.32 91 .5 I 12.34 150.0 12.35 720.0 12.47 29.0 12.31 60.5 12.32 92.0 12.34 155.0 12.36 780.0 12.48 29.5 12.31 61 .0 12.32 92.5 12.34 160.0 12.36 840.0 12.49 30.0 12.31 61 .5 12.33 93.0 12.34 165.0 12.36 900.0 12.50 30.5 12.31 62.0 12.33 93.5 I 12.34 170.0 12.36 960.0 12.51 31.0 12.31 62.5 12.32 94.0 I 12.34 175.0 12.37 1020.0 12.51 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RES UL TS - GE-BA 1 SLUG OUT Site: _ _ _C_im_ar_ro_n_W_A_ _ _ _ _ __ Date: 10/18/2012 Static W at_e_r-Le_v_e...,...1-(ft_)_:- - - - - 2._8_8_ _ _ _ __

W ell (Test): _ G 1-_0_1~(S_l_u~g_O_u~t)_ _ _ __

_E_-_B_A_

Well Depth: _ _ _ _ 25_._91_ _ _ _ _ _ __ Screen Length (ft): _ _ _ _ _ _ _1_5_ _ _ _ __

Borehole Diameter (in) : _ _ _ _ _ 10_ _ _ _ _ _ _ __ Slug Volume (ft 3 ): _ _ _ _ _ _o_.1_2_8_ _ _ _ __

Start Time: 10:25 Slug Type: _ _ _ _ _M_e_c_h_a_ni_ca_l_ _ _ __

End Time:

12:31 Recorded by: _ _ _ _ _ _B_N_B _ _ _ _ __

I Time (s) llw. Level (ttlll Time (s) llw. Level (tt~I Time (s) llw. Level (tt~I Time (s) llw. Level (ttlll Time (s) llw. Level (ttil Time (s) llw. Level (ttll 0.0 12.69 31 .5 13.31 63.0 13.23 94.5 13.20 180.0 13.17 1080.0 13.03 0.5 12.70 32.0 13.31 63.5 13.23 95.0 13.20 185.0 13.16 1140.0 13.03 1.0 12.69 32.5 13.31 64.0 13.23 95.5 13.20 190.0 13.16 1200.0 13.02 1.5 12.68 33.0 13.30 64.5 13.22 96.0 13.20 195.0 13.16 1260.0 13.02 2.0 12.69 33.5 13.30 65.0 I 13.23 96.5 13.20 200.0 13.17 1320.0 13.01 2.5 12.69 34.0 13.30 65.5 13.23 97.0 13.20 205 .0 13.17 1380.0 13.01 3.0 12.69 34.5 13.30 66.0 13.23 97.5 13.20 210.0 13.17 1440.0 13.00 3.5 12.68 35.0 13.29 66.5 13.23 98.0 13.20 2 15.0 13.17 1500.0 13.00

4. 0 12.68 35.5 13.29 67 .0 13.23 98.5 13.20 220.0 13.17 1560.0 12.99 4 .5 12.68 36.0 13.29 67.5 13.23 99.0 13.20 225 .0 13.17 1620.0 12.99 5.0 12.69 36.5 13.29 68.0 13.23 99.5 13.20 230.0 13.16 1680.0 12.98 5.5 12.68 37.0 13.29 68.5 I 13.23 100.0 13.20 235.0 13.16 174 0.0 12.98 6.0 12.69 37.5 13.28 69.0 13.23 100.5 13.20 240.0 13.16 1800.0 12.97 6.5 12.69 38.0 13.28 69.5 13.22 101 .0 13.20 245.0 13.16 1860.0 12.97 7.0 12.69 38.5 13.28 70.0 13.22 101.5 13.20 250.0 13.16 1920.0 12.96

7. 5 12.69 39.0 13.28 7 0.5 13.22 102.0 13.20 255.0 13.16 1980.0 12. 96 8.0 12.69 39.5 13.28 7 1.0 13.22 102.5 13.20 260.0 13.16 2040.0 12.96 8.5 12.69 40.0 13.27 71 .5 13.22 103.0 13.20 265 .0 13.16 2100.0 12.95 9.0 12.69 40.5 13.24 72.0 13.22 103.5 13.20 270.0 13.16 2160.0 12.95 9.5 12.69 4 1.0 13.26 72.5 13.22 104. 0 13.20 275.0 13.16 2220.0 12.94 10.0 12.69 41.5 13.26 73.0 13.22 104.5 13.19 280.0 13.15 2280.0 12.95 10.5 12.69 42.0 13.27 73.5 13.22 105.0 13.20 285.0 13.15 2340.0 12.94 11.0 13.13 42.5 13.26 74.0 13.22 105.5 13.20 290.0 13.15 2400.0 12.93 11 .5 13.16 43.0 13.26 74.5 13.22 106.0 13.19 295.0 13.15 2460.0 12.93 12.0 12.54 43.5 13.26 75.0 13.21 106.5 13.20 300.0 13.15 2520.0 12.93 12.5 14.17 44.0 13.26 75.5 13.22 107.0 13.19 305.0 13.15 2580.0 12.92 13.0 14.55 44.5 13.26 76.0 13.21 107.5 13.19 310.0 13.15 2640.0 12.92 13.5 14.34 45.0 13.26 76.5 13.21 108.0 13.19 315 .0 13.15 2700.0 12.92 14.0 14.20 45.5 13.26 77.0 I 13.21 108.5 13.20 320 .0 13.14 2760.0 12.92 14 .5 14.09 46.0 13.26 77.5 I 13.21 109.0 13.19 325.0 13.14 2820.0 12.91 15.0 14.01 46.5 13.25 78.0 I 13.22 109.5 13.19 330.0 13.14 2880.0 12.91 15.5 13.93 47.0 13.25 78.5 13.21 110.0 13.19 335.0 13.14 2940.0 12.91 16.0 13.86 47.5 13.25 79.0 13.21 110.5 13.19 340.0 13.14 3000.0 12.90 16.5 13.81 48.0 13.25 79.5 13.21 111.0 13.19 345.0 13.14 3060.0 12.90 17.0 13.75 48.5 13.25 80.0 13.21 111.5 13.20 350.0 13.13 3120.0 12.90 17.5 13.71 49.0 13.25 80.5 13.21 112.0 13.19 355.0 13.14 3180.0 12.90 18.0 13.67 49.5 13.37 81 .0 13.21 112.5 13.19 360.0 13.13 3240.0 12.90 18.5 13.63 50.0 13.34 81.5 13.21 113.0 13.19 375.0 13.14 3300.0 12.89 19.0 13.60 50.5 13.32 82.0 13.21 113.5 13.19 390.0 13.13 3360.0 12.90 19.5 13.57 51.0 13.30 82.5 13.21 114.0 13.20 405.0 13.13 3420.0 12.89 20.0 13.54 51 .5 13.29 83.0 13.21 114.5 13.20 420.0 13.12 3480.0 12.89 20.5 13.51 52.0 13.27 83.5 13.21 115.0 13.20 435.0 13.12 3540.0 12.88 21 .0 13.49 52.5 13.27 84.0 13.21 115.5 13.19 450.0 13.12 3600.0 12.89 21 .5 13.47 53.0 13.26 84.5 13.21 116.0 13.19 465.0 13.12 3660.0 12.88 22.0 13.45 53.5 13.26 85.0 13.21 116.5 13.19 480.0 13.12 22.5 13.43 54.0 13.25 85.5 13.21 117.0 13.19 495.0 13.11 23.0 13.42 54.5 13.25 86.0 13.21 117.5 13.19 510.0 13.11 23.5 13.41 55.0 13.25 86.5 13.21 118.0 13.19 525.0 13.11 24.0 13.40 55.5 13.24 87.0 13.21 118.5 13.19 540.0 13.10 24.5 13.39 56.0 13.24 87.5 13.21 119.0 13.19 555.0 13.10 25.0 13.37 56.5 13.24 88.0 13.21 119.5 13.19 570.0 13.10 25.5 13.37 57.0 13.24 88.5 13.20 120.0 13.19 585 .0 13.10 26.0 13.36 57.5 13.24 89.0 13.21 125.0 13.19 600.0 13.09 26.5 13.36 58.0 13.24 89.5 13.21 130.0 13.18 615.0 13.09 27.0 13.35 58.5 13.24 90.0 13.21 135.0 13.19 630.0 13.09 27.5 13.34 59.0 13.24 90.5 I 13.21 140.0 13.18 645.0 13.09 28.0 13.34 59.5 13.24 91 .0 13.21 145.0 13.17 660.0 13.09 28.5 13.33 60.0 13.23 91.5 13.20 150.0 13.17 720.0 13.08 29.0 13.33 60.5 13.23 92.0 13.20 155.0 13.17 780.0 13.07 29.5 13.33 61 .0 13.23 92.5 I 13.20 160.0 13.17 840.0 13.06 30.0 13.32 61.5 13.23 93.0 I 13.20 165.0 13.18 900.0 13.06 30.5 13.32 62.0 13.23 93.5 13.20 170.0 13.17 960.0 13.05 31.0 13.31 62.5 13.23 94.0 I 13.20 175.0 13.17 1020.0 13.04 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS -TMW-05 -SLUG IN Site: Cimarron WA Date: 10/18/2012 We 11 (Test): _ _ T_M_W_-_05__,__(S_lu_,g"---l_n~)_ _ _ _ __

St at ic Water Level (ft): _ _ _ _ _ _1_2_ .8_2_ _ _ _ __

Well Depth: _ _ __ 27_._oo_ _ _ _ _ _ __ Screen Length (ft) : _ _ _ _ _ _1_4_.5~5_ _ _ _ __

3 Borehole Diameter (in): _ _ _ _ _5_ _ _ _ _ _ _ __ Slug Volume (ft\ _ __ _ _ o_

.0_3_9_ft_ _ _ _ _ __

Start Time: 8:37 Slug Type: _ _ _ _ _ M_e_ch_a_n_ic_a_l_ _ __ _

End Time :

- - - -- 10:00

-- - - - - - - Recorded by: _ _ _ _ _ B_N_B_/T_r_ol_l_ _ _ __

I Time (s} llw. Level (ftlll Time (s} llw. Level (tt~I Time (s} llw. Level (tt~I Time (s} llw. Level (tt}II Time (s} llw. Level (tt~I Time (s} llw. Level (ft}!

0.0 12.82 31.5 12.51 63.0 I 12.53 94.5 12.55 185.0 12.59 1140.0 12.73 0.5 12.82 32.0 12.50 63.5 I 12.53 95.0 12.55 190.0 12.59 1200.0 12.74 1.0 12.82 32.5 12.50 64.0 I 12.53 95.5 12.55 195.0 12.60 1260.0 12.74 1.5 12.82 33.0 12.50 64.5 12.53 96.0 12.55 200.0 12.59 1320.0 12.74 2.0 12.82 33.5 12.50 65.0 12.53 96.5 12.55 205.0 12.59 1380.0 12.74 2.5 12.82 34.0 12.50 65.5 12.54 97.0 12.55 210.0 12.58 1440.0 12.75 3.0 12.82 34.5 12.50 66.0 12.54 97.5 12.55 215 .0 12.60 1500.0 12.75 3.5 12.82 35.0 12.50 66.5 12.53 98.0 12.55 220.0 12.60 1560.0 12.75

4. 0 12.82 35.5 12.51 67.0 12.53 98.5 12.55 225 .0 12.60 1620.0 12.75 4.5 12.82 36.0 12.51 67. 5 12.53 99.0 12.55 230.0 12.60 1680.0 12.76 5.0 12.82 36.5 12.51 68.0 12.54 99.5 12.55 235 .0 12.60 1740.0 12.76 5.5 12. 82 37 .0 12.51 68.5 12.53 100.0 12.55 240.0 12.60 6.0 12.82 37.5 12.51 69.0 12.54 100.5 12.55 245.0 12.60 6.5 12.82 38.0 12.51 69.5 12.54 101.0 12.55 250 .0 12.61 7.0 12.82 38.5 12.51 70.0 12.53 101 .5 12.55 255 .0 12.61 7.5 12.82 39.0 12.51 70.5 12.54 102.0 12.56 260 .0 12.61 8.0 12.82 39.5 12.51 71 .0 i 12.54 102.5 12.55 265.0 12.61 8.5 12.82 40.0 12.51 71 .5 I 12.54 103.0 12.55 270.0 12.61 9.0 12.82 40.5 12.51 72.0 12.54 103.5 12.55 275.0 12.62 9.5 12.82 41.0 12.51 72.5 12.54 104.0 12.55 280.0 12.62 10.0 12.81 41 .5 12.51 73.0 12.54 104.5 12.55 285.0 12.62 10.5 12.54 42.0 12.51 73.5 12.54 105.0 12.56 290.0 12.62 11 .0 12.26 42.5 12.52 74.0 12.54 105.5 12.55 295.0 12.62 11 .5 12.14 43.0 12.51 74.5 12.54 106.0 12.55 300.0 12.62 12.0 12.74 43.5 12.51 75.0 12.54 106.5 12.55 305.0 12.62 12.5 12.12 44.0 12.51 75.5 12.54 107.0 12.56 310.0 12.63 13.0 11 .86 44.5 12.51 76.0 12.54 107.5 12.56 315 .0 12.63 13.5 12.08 45.0 12.52 76.5 12.54 108.0 12.56 320.0 12.63

14. 0 12.02 4 5.5 12.52 77.0 12.54 108.5 12.56 325.0 12.63 14.5 12.06 46.0 12.52 77.5 12.54 109.0 12.56 330.0 12.63

15. 0 12.23 46.5 12.52 78.0 12.54 109.5 12.56 335.0 12.63 15.5 12.57 47.0 12.52 78.5 12.54 110.0 12.56 340.0 12.63 16.0 12.10 47.5 12.52 79.0 12.54 110.5 12.56 345.0 12.63 16.5 12.23 48.0 12.52 79.5 12.54 111 .0 12.56 350.0 12.63 17.0 11 .78 48.5 12.52 80.0 12.54 111.5 12.56 355 .0 12.64 17.5 11.96 49.0 12.49 80.5 I 12.54 112.0 12.56 360.0 12.64 18.0 12.31 49.5 12.51 81.0 I 12.54 112.5 12.56 375.0 12.64 18.5 12.15 50.0 12.52 81 .5 I 12.54 113.0 12.56 390.0 12.64 19.0 12.98 50.6 12.51 82.0 12.54 113.5 12.56 405.0 12.64 19.5 12.16 51 .0 12.51 82.5 12.54 114.0 12.56 420.0 12.65 20.0 12.59 51.5 12.52 83.0 I 12.54 114.5 12.56 435.0 12.65 20.5 12.42 52.0 12.52 83.5 12.54 115.0 12.56 450.0 12.66 21 .0 12.44 52.5 12.51 84.0 I 12.54 115.5 12.56 465.0 12.66 21.5 12.46 53.0 12.53 84.5 I 12.54 116.0 12.56 480.0 12.66 22.0 12.47 53.5 12.52 85.0 I 12.54 116.5 12.56 495.0 12.66 22.5 12.48 54.1 12.52 85.5 i 12.54 117.0 12.56 510.0 12.67 23.0 12.48 54.5 12.53 86.0 I 12.54 117.5 12.56 525.0 12.67 23.5 12.48 55.0 12.52 86.5 I 12.54 118.0 12.56 540.0 12.67 24.0 12.48 55.5 12.52 87.0 I 12.54 118.5 12.56 555.0 12.67 24.5 12.49 56.0 12.51 87.5 I 12.54 119.0 12.56 570.0 12.68 25.0 12.49 56.5 12.52 88.0 12.54 120.0 12.56 585.0 12.68 25.5 12.49 57.0 12.53 88.5 12.55 125.0 12.56 600.0 12.68 26.0 12.49 57.5 12.53 89.0 12.55 130.0 12.57 615.0 12.68 26.5 12.49 58.0 12.52 89.5 I 12.55 135.0 12.57 630.0 12.69 27.0 12.49 58.6 12.52 90.0 12.55 140.0 12.57 645.0 12.69 27.5 12.49 59.0 12.53 90.5 12.55 145.0 12.57 660.0 12.69 28.0 12.49 59.5 12.53 91 .0 12.55 150.0 12.57 720.0 12.70 28.5 12.49 60.0 12.52 91.5 12.55 155.0 12.58 780.0 12.71 29.0 12.50 60.5 12.53 92.0 12.55 160.0 12.58 840.0 12.71 29.5 12.50 61 .0 12.53 92.5 I 12.55 165.0 12.58 900.0 12.71 30.0 12.50 61 .5 12.53 93.0 I 12.55 170.0 12.58 960.0 12.72 30.5 12.50 62.0 12.53 93.5 12.55 175.0 12.58 1020.0 12.73 31 .0 12.53 62.5 12.53 94.0  ! 12.55 180.0 12.59 1080.0 12.73 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS -TMW SLUG OUT Site: Cimarron WA Date: 10/18/2012 Well (Test): TMW-05 (Sl ug Out) Static Water Level (ft): 12.82 Well Depth: 27.00 Screen Length (ft) : 14.55 Borehole Diameter (in): 5 Slug Volume (ft3 ): 0.039 ft 3 Start Time: 8:37 Slug Type: Mechanical End Time: 10:00 Recorded by: BNB/Troll I Time (s) lw. Level (ft)II Time (s) lw. Level  ;) jw. Level (ft~I Time(s) llw. Level (ftlll Time (s) llw. Level (ft~I Time (s) llw. Level (tt)I 0.0 12.81 31 .5 13.07 63.0 I 13.03 94.5 13.02 185.0 13.00 1140.0 12.89 0.5 12.81 32.0 13.07 63.5 13.03 95.0 13.02 190.0 13.00 1200.0 12.88 1.0 12.80 32.5 13.07 64.0 I 13.03 95.5 13.02 195.0 12.99 1260.0 12.87 1.5 12.81 33.0 13.07 64.5 13.03 96.0 13.02 200.0 12.99 1320.0 12.87 2.0 12.81 33.5 13.07 65.0 13.03 96.5 13.02 205 .0 12.99 1380.0 12.87 2.5 12.81 34.0 13.07 65.5 13.03 97.0 13.02 210.0 12.99 1440.0 12.86 3.0 12.81 34.5 13.06 66.0 13.03 97.5 13.02 215.0 12.99 1500.0 12.86 3.5 12.81 35.0 13.06 66.5 I 13.03 98.0 13.02 220.0 12.99 1560.0 12.86 4 .0 12.82 35.5 13.06 67.0 I 13.03 98.5 13.02 225.0 12.99 1620.0 12.86 4 .5 12.84 36.0 13.06 67.5 I 13.03 99.0 13.02 230.0 12.99 1680.0 12.86 5.0 12.82 36.5 13.06 68.0 13.03 99.5 13.02 235.0 12.99 1740.0 12.85 5.5 12.82 37.0 13.06 68.5 13.03 100.0 13.02 240.0 12.98 1800.0 12.85 6.0 12.81 37.5 13.06 69.0 13.03 100.5 13.02 245.0 12.99 1860.0 12.86 6 .5 12.81 38.0 13.06 69.5 13.03 101 .0 13.02 250.0 12.99 1920.0 12.85 7.0 12.82 38.5 13.05 70.0 13.03 101. 5 13.02 255.0 12.98 1980.0 12.85 7 .5 12.81 39.0 13.05 70.5 13.03 102.0 13.02 260.0 12.98 2040.0 12.85 8.0 12.81 39.5 13.05 71 .0 13.03 102.5 13.02 265.0 12.98 2100.0 12.85 8.5 12.81 40.0 13.05 71.5 13.02 103.0 13.02 270.0 12.98 2160.0 12.85 9.0 12.81 40.5 13.05 72.0 13.02 103.5 13.02 275.0 12.98 2220.0 12.85 9.5 12.81 41 .0 13.05 72.5 13.02 104.0 13.02 280.0 12.98 2280.0 12.84 10.0 12.81 41 .5 13.05 73.0 13.02 104.5 13.02 285.0 12.98 2340.0 12.84 10.5 12.82 42.0 13.05 73.5 13.02 105.0 13.02 290.0 12.98 2400.0 12.84 11 .0 12.81 42.5 13.05 74.0 13.02 105.5 13.02 295.0 12.98 2460.0 12.84 11.5 12.81 43.0 13.05 74.5 13.02 106.0 13.02 300.0 12.98 2520.0 12.84 12.0 12.82 43.5 13.05 75.1 13.02 106.5 13.02 305.0 12.98 2580.0 12.84 12.5 12.82 44 .0 13.05 75.5 13.02 107.0 13.01 310.0 12.97 2640.0 12.84 13.0 12.81 44.5 13.04 76.0 13.03 107.5 13.01 315.0 12.97 2700.0 12.84 13.5 12.81 45.0 13.04 76.5 13.02 108.0 13.01 320.0 12.97 2760.0 12.84 14.0 12.81 45.5 13.04 77.0 13.03 108.5 13.01 325.0 12.97 2820.0 12.84 14.5 12.81 46.0 13.05 77.5 13.02 109.0 13.02 330.0 12.97 2880.0 12.84 15.0 12.81 46.5 13.04 78.0 13.02 109.5 13.01 335.0 12.97 2940.0 12.84 15.5 12.81 47.0 13.04 78.5 13.02 110.0 13.02 340.0 12.97 16.0 12.82 47.5 13.04 79.0 13.01 110.5 13.01 345 .0 12.97 16.5 12.81 48.0 13.04 79.5 13.02 111 .0 13.01 350.0 12.97 17.0 13.37 48.5 13.04 80.0 13.02 111 .5 13.01 355.0 12.97 17.5 13.27 49.0 13.04 80.5 13.02 112.0 13.01 360.0 12.97 18.0 13.83 49.5 13.04 81.0 I 13.02 112.5 13.01 375.0 12.96 18.5 13.09 50.0 13.04 81 .5 13.02 113.0 13.01 390.0 12.97 19.0 14.15 50.5 13.04 82.0 I 13.02 113.5 13.01 405.0 12.96 19.5 15.28 51 .0 13.04 82.5 13.01 114.0 13.00 420.0 12.96 20.0 14.33 51.5 13.04 83.0 13.02 114.5 13.00 435 .0 12.96 20.5 14.21 52.0 13.04 83.5 13.02 115.0 13.01 450.0 12.96 21 .0 14.01 52.5 13.04 84 .0 I 13.02 115.5 13.01 465.0 12.96 21.5 13.84 53.0 13.04 84.5 I 13.02 116.0 13.01 480.0 12.95 22.0 13.69 53.5 13.04 85.0 I 13.02 116.5 13.02 495.0 12.95 22.5 13.56 54.0 13.04 85.5 i 13.02 117.0 13.02 510.0 12.95 I

23.0 13.44 54.5 13.04 86.0 13.02 117.5 13.01 525.0 12.95 23.5 13.34 55.0 13.04 86.5 i 13.02 118.0 13.01 540.0 12.95 24.0 13.27 55.5 13.04 87.0 I 13.02 118.5 13.01 555.0 12.95 24.5 13.22 56.0 13.04 87.5 I 13.02 119.0 13.01 570.0 12.94 25.0 13.18 56.5 13.04 88.0 13.02 120.0 13.01 585.0 12.94 25.5 13.15 57.0 13.04 88.5 13.02 125.0 13.01 600.0 12.94 26.0 13.13 57.5 13.04 89.0 13.02 130.0 13.01 615.0 12.94 26.5 13.12 58 .0 13.03 89.5 13.02 135.0 13.01 630.0 12.94 27.0 13.11 58.5 13.03 90.0 13.02 140.0 13.00 645 .0 12.94 27.5 13.10 59.0 13.03 90.5 13.02 145.0 13.00 660.0 12.93 28.0 13.10 59.5 13.03 91 .0 I 13.02 150.0 13.01 720.0 12.93 28.5 13.10 60.0 13.03 91 .5 I 13.02 155.0 13.00 780.0 12.92 29.0 13.09 60.5 13.03 92.0 13.02 160.0 13.00 840.0 12.92 29.5 13.09 61.0 13.03 92.5 13.02 165.0 13.00 900.0 12.91 30.0 13.08 61.5 13.03 93.0 I 13.02 170.0 13.00 960.0 12.90 30.5 13.08 62.0 13.03 93.5 i 13.02 175.0 13.00 1020.0 12.90 31.0 13.08 62.5 13.03 94.0  ! 13.02 180.0 13.00 1080.0 12.89 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - 02W10 SLUG IN 10.6 10.8 11 11.2

~

gj 11.4 n,

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0

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C 14.5 15 15.5 16 ' ' ' '

I I 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 400.0 Time (sec)

- Depth to Water (ft)

Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - 02W26 SLUG IN 15 15.5 16 ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

~

....n,QJ 3: 16.5

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17.5 18 0.0 500.0 1000.0 1500.0 2000.0 2500.0 Time (sec)

- Depth to Water (ft)

Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST- 02W26 SLUG OUT 17 17.5

~ 18 QJ 3:"'

0

..c 0.

~ 18.5 1/2-'-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

19 19.5 - - - - - - - . . . . . - - - - - - - - . - - - - - - - - - - , - - - - - - - - . . . . . . . . - - - - - - - . . . . . . . . - - - - - - - - - - . - - - - - - - - - - ,

0.0 500.0 1000.0 1500.0 2000.0 2500.0 3000.0 3500.0 Time (sec)

- Depth to Water (ft)

Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - 02W28 SLUG IN 10 11 12 g

~

(LJ ta 3:

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.r:.

13 (LJ C

14 \

15 16 I I I I I 0.0 200.0 400.0 600.0 800.0 1000.0 1200.0 1400.0 1600.0 1800.0 2000.0 Time (sec)

- Depth to Water (ft)

Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - 02W28 SLUG OUT 14 14.5 15 ~

15.5 I

~

....ajn, 16 3:

....0

-5Q. 16.5 -

(1' C

17 17.5 18 18.5 0.0 200.0 400.0 600.0 800.0 1000.0 1200.0 1400.0 Time (sec)

- Depth to Water (ft)

Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST- 02W39 SLUG IN 14.5 15

~ 15.5

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17 I I J I I I I 0.0 200.0 400.0 600.0 800.0 1000.0 1200.0 1400.0 1600.0 1800.0 Time (sec)

- Depth to Water (ft)

Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - 02W39 SLUG OUT 16.5 - , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

17 -II ~ -------------------------------------

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QJ C 18 18.5 19 +--------,---------,,----------,--------r----------.-------.----------,

0.0 500.0 1000.0 1500.0 2000.0 2500.0 3000.0 3500.0 Time (sec)

- Depth to Water (ft)

Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - GE-BAl-01 SLUG IN 10 10.5 11 11.5

E'

~

(1)

+a ta 3: 12 0

+a

.c

+a a.

(1) 0 12.5 13 13.5 14 0.0 500.0 1000.0 1500.0 2000.0 2500.0 3000.0 3500.0 4000.0 Time (sec)

- Depth to Water (ft)

Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - GE-BAl-01 SLUG OUT 12 12.5 +--.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

~

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+J (ti 3: 13.5 0

+J

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14 ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

14.5 15 -+------~------,--------,---------,,-------..--------,--------.-------,

0.0 500.0 1000.0 1500.0 2000.0 2500.0 3000.0 3500.0 4000.0 Time (sec)

- Depth to Water (ft)

Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - TMW-5 SLUG IN 11.5 - , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

11.7 ; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

11.9 +---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

12.1 -+-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

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0.0 200.0 400.0 600.0 800.0 1000.0 1200.0 1400.0 1600.0 1800.0 2000.0 Time (sec)

- Depth to Water (ft)

Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HVDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - TMW-5 SLUG OUT 12.5 . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

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14.5 15 ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

15.5 *-+--------~------~--------------~------~------~-------

0.0 500.0 1000.0 1500.0 2000.0 2500.0 3000.0 3500.0 Time (sec)

- Depth to Water (ft)

APPENDIX D - WESTERN ALLUVIAL AREA AQUIFER TEST RESULTS TABLES D-1 GE-WA-01 Step-Rate Drawdown Test Data D-2 GE-WA-01 Constant Rate Pump Test Data D-3 T-68 Drawdown Data - Constant Rate Pump Test D-4 T-72 Drawdown Data - Constant Rate Pump Test D-5 T-75 Drawdown Data - Constant Rate Pump Test D-6 T-77 Drawdown Data - Constant Rate Pump Test D-7 T-78 Drawdown Data - Constant Rate Pump Test FIGURES D-1 GE-WA-01 Step-Rate Drawdown Graph 25 GPM D-2 GE-WA-01 Step-Rate Drawdown Graph 64 GPM D-3 GE-WA-01 Pump Test Graph D-4 GE-WA-01 Pump Test - Observation Well T-68 Graph D-5 GE-WA-01 Pump Test - Observation Well T-72 Graph D-6 GE-WA-01 Pump Test - Observation Well T-75 Graph D-7 GE-WA-01 Pump Test - Observation Well T-77 Graph D-8 GE-WA-01 Pump Test - Observation Well T-78 Graph AQTESOLV OUTPUT

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE D GE-WA-01 STEP-RATE DRAWDOWN TEST Site: Cimarron Date: 10/16/12 Well : GE-WA-01 Static Depth to Water: _ _ 10_ ._08_ _ _ _ __ _ _ _ __

Well Depth : 29.01 Recorded by: Matt Burton & Brad Brittain 90% Recovery: _1_1_.9_7_ _ _ _ __ _ _ _ _ _ _ _ _ (Static Depth to Water+ 0.9X(Well Depth - Static Depth to Water))

Step 1 Rate: 10 gpm Step 2 Rate: 15 gpm Step 3 Rate: 20 gpm Step 4 Rate: 25 gpm Start Time: 10:05 Start Time: 11 :07 Start Time: 12:08 Start Time: 13:10 Time DTW I Drawdown Flow Time DTW Drawdown Flow Time DTW Drawdown Flow Time DTW I Drawdown I Flow (min.) I (ft.) (ft.) (aom) (min.) (ft.) (ft.) laom) (min.) (ft.) (ft.) /aom) (min.) (ft.) (ft.) /a om) 0.25 1 10.5 0.42 9.99 0.25 10.79 0.71 15+H31 0.25 11.06 0.98 20.01 0.25 11.38 1 1.30 25 0.5 10.51 0.43 0.5 10.79 0.71 0.5 11.06 0.98 0.5 11 .38 1.30 1 0.75 10.52 0.44 0.75 10.79 0.71 0.75 11 .07 0.99 0.75 11 .38 1.3o l 1 10.53 0.45 1 10.79 0.71 1 11.07 0.99 1 11 .38 1.30 1 1.25 10.55 0.47 1.25 10.79 0.71 1.25 11 .07 0.99 1.25 11.38 1.30 1.5 10.54 0.46 1.5 10.79 0.71 1.5 11.07 0.99 1.5 11 .38 1.30 1.75 10.54 0.46 1.75 10.80 0.72 1.75 11.07 0.99 1.75 11 .38 1.30 1 2 10.54 0.46 2 10.80 0.72 2 11 .07 0.99 2 11 .39 1.31 1 2.25 10.54 0.46 2.25 10.80 0.72 2.25 11 .06 0.98 2.25 11 .39 1.31 2.5 10.54 0.46 2.5 10.80 0.72 2.5 11 .07 0.99 2.5 11 .38 1.30 2.75 10.54 0.46 2.75 10.80 0.72 2.75 11 .07 0.99 2.75 11 .38 1.30 3 10.55 0.47 3 10.80 0.72 3 11 .07 0.99 3 11 .38 1.30 3.25 10.55 0.47 1 3.25 10.80 0.72 3.25 11.07 0.99 3.25 11 .38 1.30 3.5 10.55 0.47 1 3.5 10.80 0.72 3.5 11 .07 0.99 3.5 11 .38 1.30 3.75 10.54 0.46 1 3.75 10.80 0.72 3.75 11 .07 0.99 3.75 11 .38 1.30 4 10.55 0.47 4 10.80 0.72 4 11 .07 0.99 4 11 .38 1 1.30 4.25 10.55 0.47 4.25 10.80 0.72 4.25 11.07 0.99 4.25 11 .38 1.30 4.5 10.55 0.47 4 .5 10.80 0.72 4.5 11 .07 0 .99 4.5 11.38 1.30 4.75 10.55 0.47 4.75 10.80 0.72 4.75 11.07 0.99 4 .75 11 .38 1.30 5 10.55 0.47 5 10.80 0.72 5 11 .08 1.00 5 11.38 1.30 5.5 10.55 0.47 5.5 10.80 0.72 5.5 11 .07 0 .99 5.5 11.38 1.30 6 10.56 0.48 6 10.80 0.72 6 11.07 0.99 6 11 .37 1.29 6.5 10.56 0.48 6.5 10.80 0.72 6.5 11.07 0.99 6.5 11 .36 1.28 7 10.55 0.47 7 10.80 0.72 7 11.07 0.99 7 11 .37 1.29 7.5 10.56 0.48 7.5 10.80 0.72 7.5 11.07 0.99 7.5 11 .37 1.29 8 10.55 0.47 8 10.80 0.72 8 11 .08 1.00 8 11.37 1.29 8.5 10.56 0.48 8.5 10.80 0.72 8.5 11.07 0.99 8.5 11 .37 1.29 9 10.56 0.48 9 10.80 0.72 9 11.08 1.00 9 11 .37 1.29 9.5 10.56 0.48 9.5 10.80 0.72 9.5 11.08 1.00 9.5 11 .38 1.30 10 10.56 0.48 10.09 10 10.80 0.72 15 10 11 .08 1.00 20 10 11.37 1.29 25 11 10.57 0.49 11 10.80 0.72 11 11 .08 1.00 11 11 .37 1.29 12 10.54 0.46 12 10.80 0.72 12 11 .08 1.00 12 11.38 1.30 13 10.56 0.48 13 10.80 0.72 13 11.08 1.00 13 11.38 1.30 14 10.56 0.48 14 10.80 0.72 14 11 .08 1.00 14 11 .38 1.30 15 I 10.55 0.47 15 10.78 0.70 15 11.08 1.00 15 11.38 1.30 16! 10.59 0.51 16 10.79 0.71 16 11 .08 1.00 16 11 .38 1.30 17 i 10.56 0.48 17 10.80 0.72 17 11 .08 1.00 17 11.38 1.30 1ai 10.56 0.48 ! 18 10.80 0.72 18 11.08 1.00 18 11.38 1.30 19 10.56 0.48 19 10.80 0.72 19 11 .08 1.00 19 11.38 1.30 20 10.54 0.46 10 20 10.80 0.72 15 20 11.08 1.00 20.01 20 11.38 1.30 25 22 10.56 0.48 22 10.80 0.72 22 11.08 1.00 22 11 .38 1.30 24 10.55 0.47 24 10.80 0.72 24 11.09 1.01 24 11 .38 1.30 26 10.55 0.47 26 10.80 0.72 26 11.09 1.01 26 11 .38 1.30 28 10.55 0.47 28 10.81 0.73 28 11.09 1.01 28 11 .39 1.31 30 10.56 0.48 10 30 10.81 0.73 15 30 11.09 1.01 19.99 30 11.39 1.31 25 35 10.55 0.47 35 10.80 0.72 35 11.09 1.01 35 11.39 1.31 40 10.55 0.47 10 40 10.80 0.72 15 40 11.09 1.01 20 40 11 .39 1.31 25 45 10.55 0.47 45 10.80 0.72 45 11.09 1.01 45 11.39 1.31 50 10.56 0.48 10 50 10.81 0.73 15 50 11 .09 1.01 20 50 11.39 1.31 25 55 10.56 0.48 55 10.81 0.73 55 11.09 1.01 55 11.39 1.31 60 10.56 0.48 60 10.81 0.73 15 60 11.09 1.01 20 .07 60 11 .39 1.31 I 25 Stop Time: 11 :06 Stop Time: 12:07 Stop Time: 13:09 Stop Time: 14:10 Notes: DTW = Depth to Water gpm = gallons per minute Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE D GE-WA-01 CONSTANT RATE PUMP TEST DATA Site: _ _ _ _ _ _C_im _ arr_o_n_ _ _ __ Date : 10/23/12-10/24/12 Well:

- - - - - -GE-WA-01

---

Static Water Level: 10.1 Well Depth : _ _ _ _ _ _ 2_9._0_1_ _ __ _ _ Recorded by: BNB/JMB/BDW/BRM Specified Pumping Rate : _ _ _ __ _ _ 6_3 _ _ _ _ __ Start Time: 1030 1 0/23/12 Time DTW Drawdown Flow Time DTW Drawdown Flow Time DTW Drawdown Flow Time DTW Drawdown Flow (min.) (ft.) (ft.) laom) (min.) (ft.) (ft.) laom) (min.) (ft.) (ft.) laom) (min.) (ft.) (ft.) laom) 0.25 63 55 12 .95 2.85 1680 13.34 3.24 63.5 3840 0.5 12.55 2.45 60 12 .94 2.84 63.5 1740 13.36 3.26 63.4 3900 0.75 12.64 2.54 70 12.95 2.85 1800 13.37 3.27 63 3960 1 12.68 2.58 80 12.96 2.86 1860 4020 1.2 5 12.72 2.62 90 12.96 2.86 63 1920 4080 1.5 12.74 2.64 100 12.97 2.87 1980 4140 1.75 12.75 2.65 110 12 .97 2.87 2040 4200 2 12.76 2.66 120 12.97 2.87 62 .9 2100 4260 2.25 12 .76 2.66 150 12.98 2.88 63 2160 432 0 2 .5 12.77 2.67 180 13 2.9 63 2220 2 .75 12.78 2.68 210 13.02 2.92 63 2280 3 12.79 2.69 240 13.02 2.92 63 2340 3.25 12.8 2.7 270 13.04 2.94 63 2400 3.5 12.8 2.7 300 13.04 2.94 63 2460 3.75 12.8 2.7 360 13. 06 2.96 63 2520 4 12.81 2.71 420 13.1 3 63 2580 4 .2 5 12.81 2.71 480 13.12 3.02 64 2640 Note : DTW = Depth to Water 4.5 12.82 2.72 540 13.13 3.03 63 .6 2700 gpm = gallons per minute 4.75 12.82 2.72 600 13.15 3.05 63.6 2760 5 12 .82 2.72 660 13.17 3.07 63.8 2820 6 12.83 2.73 720 13.19 3.09 63.6 2880 7 12.83 2.73 780 13.2 3.1 63.9 2940 8 12.83 2. 73 840 13.21 3.11 63.9 3000 9 12.84 2.74 900 13.2 3.1 63.4 3060 10 12.84 2.74 960 13.21 3.11 63 .3 3120 I I 12 12.85 2.75 1020 ! 13.22 3.12 63. 3 3180 I i I

14 iI 12.85 2.75 1080 13.23 3.13 63.5 3240 16 12.86 2.76 1140 13.24 3.14 63.3 3300 18 12 .86 2.76 1200 13.26 3.16 63.3 3360 20 12.87 2.77 1260 13.24 3.14 62.8 3420 25 12.88 2.78 1320 13.24 3.14 62.8 3480 30 12.89 2.79 63.4 1380 13.29 3.19 63 3540 35 12.9 2.8 1440 13.29 3.19 63 3600 40 12.91 2.81 1500 13.31 3.21 63 3660 45 12.93 2.83 1560 13.31 3.21 63.1 3720 50 12.93 2.83 1620 13.34 3.24 63.3 3780 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE D-3 -T-68 DRAWDOWN DATA- CONSTANT RATE PUMP TEST Site: Cimarron WA Date: 10/23/12-10/24/12 Well: T-68 Static Water Level: 10.71 Well Depth: 30.28 Recorded by: BNB Distance from Pumping 143.5" Start Time: 1030 Time (min) llpth to Water Drawdown (ft) Time (min) W. Level (ft) I Drawdown (ft) IITime (minl ll W . Level (ft) I Drawdown (ft) IITime (min)II W. Level (ft) I Drawdown (ft) I 0.25 I 10.71 I 0.00 90 10.76 0.05 680 I 10.86 I 0.15 1465 I 10.94 0.23 0.5 10.71 I 0.00 92 10.76 0.05 690 10.86 0.15 1480 I 10.94 0.23 0.75 10.71 0.00 94 10.76 0.05 700 10.86 0.15 1495 10.94 0.23 1 10.71 0.00 96 10.76 0.05 710 10.86 0.15 1510 10.94 0.23 1.25 10.71 0.00 98 10.76 0.05 720 10.86 0.15 1525 I 10.95 0.24 1.5 I 10.71 0.00 100 10.76 0.05 730 I 10.86 I 0.15 1540 10.95 0.24 1.75 I 10.71 I 0.00 110 10.77 0.05 740 10.86 I 0.15 1555 I 10.95 0.24 2 10.71 0.00 120 10.76 0.05 750 10.86 0.15 1570 I 10.95 0.24 2.5 10.71 0.00 130 10.77 0.06 760 10.86 0.15 1585 10.95 0.24 3 10.71 0.00 140 10.77 0.06 770 10.86 0.15 1600 10.95 0.24 3.5 10.71 0.00 150 10.77 0.06 780 10.87 0.15 1615 10.96 0.24 4 10.71 I 0.00 160 10.77 0.06 790 I 10.87 I 0.16 1630 I 10.96 0.2 5 4.5 I 10.72 0.01 170 10.77 0.06 800 I 10.87 I 0.16 1645 I 10.96 0.25 5 I 10.72 I 0.01 180 10.78 0.07 810 I 10.87 I 0.16 1660 10.96 0.25 5.5 10.72 0.01 190 10.78 0.07 820 10.87 0.16 1675 10.96 0.25 6 10.72 0.01 200 10.78 0.07 830 10.87 0.16 1690 10.96 0.25 6.5 10.72 0.01 210 10.78 0.07 840 10.87 0.16 1705 10.96 0.25 7 10.72 0.01 220 10.78 0.07 850 I 10.88 I 0.16 1720 10.96 0.25 7.5 10.72 I 0.01 230 10.79 0.08 860 10.88 0.17 1735 10.97 0. 25 8 10.72 I 0.01 240 10.78 0.07 870 I 10.88 I 0.17 1750 10.97 0.26 8.5 10.72 0.01 250 10.79 0.08 880 I 10.88 I 0.17 1765 10.97 0.25 9 10.72 I 0.01 260 10.79 0.08 890 10.88 I 0.17 1780 10.97 0.2 6 9.5 10.72 0.01 270 10.79 0.08 900 I 10.88 0.17 10 10.72 0.01 280 10.79 0.08 910 I 10.88 I 0.17 12 10.73 0.02 290 10.79 0.08 920 10.88 I 0.17 14 10.73 0.02 300 10.80 0.08 930 10.88 I 0.17 16 10.73 0.02 310 10.80 0.09 940 10.89 0.18 18 10.73 0.02 320 10.80 0.09 950 10.89 I 0.18 20 10.73 0.02 330 10.80 0.09 960 10.89 I 0.18 22 10.73 0.02 340 10.80 0.09 970 10.89 0.18 24 10.74 I 0.03 350 10.80 0.09 980 10.89 0.18 26 10.74 I 0.03 360 10.81 0.10 990 10.89 0.18 28 10.74 0.03 370 10.81 0.09 1000 10.89 I 0.18 30 10.74 0.03 380 10.81 0.10 1015 I 10.90 I 0.18 32 10.74 0.03 390 10.81 0.10 1030 I 10.90 I 0.19 34 10.75 0.03 400 10.81 0.10 1045 I 10.90 0.19 36 10.74 0.03 410 10.81 0.10 1060 10.90 0.19 38 10.74 0.03 420 10.81 0.10 1075 10.90 0.19 40 10.75 0.04 430 10.82 0.11 1090 10.90 0.19 42 10.75 0.04 440 10.82 0.11 1105 10.90 0.19 44 10.75 I 0.04 450 10.82 0.11 1120 10.91 0.20 46 10.75 I 0.04 460 10.82 0.11 1135 10.91 0.20 48 10.75 0.04 470 10.82 0.11 1150 10.91 0.20 50 10.75 0.04 480 10.82 0.11 1165 10.91 0.20 52 Il 10.75 0.04 490 10.83 0.12 1180 10.91 0.20 54 I 10.75 I i

I 0.04 500 10.83 0.12 1195 I 10.91 0.20 56 10.75 I 0.04 510 10.83 0.12 1210 I 10.92 0.20 58 10.76 I 0.04 520 10.83 0.12 1225 10.92 0.21 60 I 10.75 I 0.04 530 10.83 0.12 1240 I 10.92 0.21 62 I 10.75 0.04 540 10.83 0.12 1255 10.92 0.21 64 I 10.75 0.04 550 10.84 0.13 1270 I 10.92 0.21 66 10.76 I 0.05 560 10.84 0.13 1285 10.92 I 0.21 68 I 10.76 0.04 570 10.84 0.13 1300 10.92 I 0.21 70 10.76 0.05 580 10.84 0.13 1315 10.93 0.22 I 72 10.75 0.04 590 10.84 0.13 1330 10.93 0.22 I 74 10.76 0.05 600 10.84 0.13 1345 10.93 0.22 76 10.76 0.05 610 10.84 0.13 1360 10.93 0.22 78 I 10.76 0.05 620 10.85 0.14 1375 10.93 0.22 80 10.76 0.05 630 10.85 0.14 1390 10.93 0.22 82 10.76 I 0.05 640 10.85 0.14 1405 10.94 I 0.23 84 10.76 I 0.05 650 10.85 0.14 1420 10.94 0.23 86 10.76 0.05 660 10.85 0.14 1435 10.94 0.23 88 10.76 I 0.05 670 10.85 0.14 1450 10.94 0.23 I Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE D-4 -T-72 DRAWDOWN DATA- CONSTANT RATE PUMPING TEST Site: Cimarron WA Date : 10/23/12-10/24/12 Well: T-72 Static Water Level: 10.58 Well Depth: 30.13 Recorded by: BNB Distance from Pumping 112.83' Start Time: 1030 Time (min) W . Level (ft) I Drawdown (ft) II Time (min) II W . Level (ft) II Drawdown (ft) IITime (min) II W . Level (ft) II Drawdown (ft) II rime (min)II W. Level (ft) II Drawdown (ft) I 0.25 I 10.60 I 0.02 90 10.84 0.26 680 I 10.94 I 0.36 1465 I 11.03 0.45 0.5 10.66 0.08 92 10.85 0.27 690 10.94 0.3 6 1480 I 11.03 0.45 0.75 10.69 0.11 94 10.84 0.26 700 10.94 0.3 6 1495 I 11.03 0.45 1 10.72 0.14 96 10.85 0.27 710 10.95 0.37 1510 11.04 0.46 1.25 10.73 0.15 98 10.85 0.27 720 10.95 0.37 1525 11.03 0.45 1.5 10.75 I 0.16 100 10.85 0.27 730 I 10.95 I 0.37 1540 11.04 0.46 1.75 10.76 I 0.18 110 10.85 0.27 740 I 10.95 I 0.37 1555 I 11.04 0.46 2 10.77 0.19 120 10.84 0.26 750 10.95 0.37 1570 11.04 0.46 2.5 10.77 0.19 130 10.86 0.28 760 10.95 0.37 1585 11.04 0.46 3 10.77 0.19 140 10.86 0.28 770 10.96 0.38 1600 11.04 0.46 3.5 10.78 0.20 150 10.85 0.27 780 10.96 0.38 1615 11.04 0.46 4 10.78 0.20 160 10.86 0.28 790 I 10.96 I 0.38 1630 I 11.04 0.46 4.5 10.79 0.21 170 10.86 0.28 800 I 10.96 I 0.38 1645 11.02 0.44 5 10.79 0.21 180 10.87 0.29 810 I 10.96 I 0.38 1660 I 11.02 0. 44 5.5 10.79 0.21 190 10.87 0.29 820 10.96 0.38 1675 11.02 0.44 6 10.79 0.21 200 10.87 0.29 830 10.96 0.38 1690 11.02 0.44 6.5 10.79 0.21 210 10.87 0.29 840 10.96 0.38 1705 I 11.02 0.44 7 10.80 0.22 220 10.87 0.29 850 10.96 0.38 1720 I 11.02 0.44 7.5 10.80 0.22 230 10.88 0.30 860 10.97 0.39 1735 I 11.03 0.45 I

8 10.80 0.2 2 240 10.87 0.29 870 10.97 0.39 1750 11.03 0.45 8.5 10.80 0.22 250 10.87 0.29 880 10.96 0.38 1765 11.03 0.45 9 10.80 0.22 260 10.88 0.30 890 10.97 0.39 1780 11.03 0.45 9.5 10.80 0.22 270 10.89 0.31 900 10.97 0.39 10 10.81 0.23 280 10.88 0.30 910 10.97 0.39 12 10.81 0.23 290 10.89 0.31 920 10.97 0.39 14 10.81 0.23 300 10.88 0.30 930 10.97 0.39 16 10.81 0.23 310 10.89 0.31 940 I 10.97 0.39 18 10.81 0.23 320 10.89 0.31 950 I 10.98 0.40 20 10.81 0.23 330 10.89 0.31 960 I 10.98 0.40 22 10.82 0.24 340 10.89 0.31 970 10.98 0.40 24 10.82 0.24 350 10.90 0.32 980 I 10.98 0.40 26 10.82 0.23 360 10.90 0.32 990 10.98 0.40 28 10.82 0.24 370 10.90 0.32 1000 10.98 0.40 30 10.82 0.24 380 10.90 0.32 1015 10.98 I 0.40 32 10.83 0.25 390 10.90 0.32 1030 I 10.98 I 0.40 34 10.83 I 0.25 400 10.90 0.32 1045 I 10.99 I 0.41 36 I 10.83 I 0.25 410 10.90 0.32 1060 10.99 0.41 38 10.83 I 0.25 420 10.90 0.32 1075 10.99 0.41 40 10.83 0.25 430 10.91 0.33 1090 10.99 0.41 42 10.83 0.25 440 10.91 0.33 1105 10.99 0.41 I 44 10.84 0.26 450 10.91 0.33 1120 10.99 0.41 I 46 10.83 I 0.25 460 10.91 0.33 1135 I 11.00 0.42 I 48 10.83 0.25 470 10.91 0.33 1150 11.00 0.42 so 10.84 0.26 480 10.91 0.33 1165 11.00 0.42 52 I 10.84 I 0.26 490 10.92 0.34 1180 I 11.00 0.42 I 54 l 10.84 I 0.26 500 10.92 0.34 1195 I 11.00 0.42 I I

56 I 10.84 0.26 510 10.92 0.34 1210 I 11.00 0.42 I 0.27 520 10.92 0.34 1225 0.42 I 58 I 10.85 11.00 I I I 60 10.84 0.26 530 10.92 0.34 1240 11.00 0.42 62 i 10.84 0.26 540 10.92 0.34 1255 11.01 0.43 i 64 I 10.84 0.26 550 10.92 0.34 1270 11.01 0.43 I 66 I 10.85 0.27 560 10.93 0.35 1285 11.01 0.43 68 10.84 0.26 570 10.93 0.35 1300 11.01 0.43 70 10.85 0.27 580 10.93 0.35 1315 11.01 0.43 72 10.84 I 0.26 590 10.93 0.35 1330 11.02 I 0.44 74 10.85 0.27 600 10.93 0.35 1345 11.01 0.43 76 10.85 0.27 610 10.93 0.35 1360 11.02 0.44 78 10.84 0.26 620 10.94 0.36 1375 11.02 0.44 80 I 10.85 I 0.27 630 10.94 0.36 1390 11.02 I 0.44 82 I 10.85 I 0.27 640 10.94 0.36 1405 I 11.02 I 0.44 84 I 10.84 0.26 650 10.94 0.36 1420 11.02 0.44 86 10.85 0.27 660 10.94 0.36 1435 11.02 0.44 88 10.85 0.27 670 10.94 0.36 1450 11.03 0.45 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE D T-75 DRAWDOWN DATA - CONSTANT RATE PUMPING TEST Site: Cimarron WA Date: 10/23/12-10/24/12 Well: T-75 Static Water Level: 10.46 Well Depth: 30.23 Recorded by: BNB Distance from Pumping 40.8' Start Time: 1030 lnme (minlll W . Level (ft) II Drawdown (ft) II Time (minlll W. Level (ft) II Drawdown (ft) II Time (minlll W . Level (ft) II Drawdown (ft) I Time (min) W. Level (ft) Drawdown (ft) 0.25 10.59 I 0.13 90 11.05 0.59 680 I 11.18 I 0.72 1465 I 11.29 0.83 0.5 10.75 0.29 92 11.05 0.59 690 11.19 0.73 1480 I 11.29 0.83 0.75 10.81 0.35 94 11.04 0.58 700 11.19 0.73 1495 11.28 0.82 1 10.84 0.38 96 11.05 0.59 710 11.19 0.73 1510 11.29 0.83 1.25 10.86 0.40 98 11.05 0.59 720 11.19 0.73 1525 11.29 0.83 1.5 10.88 0.42 100 11.05 0.59 730 11.19 0.73 1540 11.30 0.83 1.75 10 .90 0.44 110 11.06 0.60 740 11.19 0.73 1555 I 11.30 0.83 2 10.91 0.44 120 11.05 0.59 750 11.20 0.73 1570 I 11.29 0.83 2.5 10.91 0.45 130 11.06 0.60 760 11.20 0.74 1585 11.30 0.84 3 10.92 0.46 140 11.07 0.61 770 11.20 0.74 1600 11.30 0.84 3.5 10.93 0.47 150 11.06 0.60 780 11.20 0.74 1615 11.30 0.84 4 10.93 0.47 160 11.07 0.61 790 11.20 0.74 1630 I 11.31 0.85 4.5 10.93 0.47 170 11.08 0.62 800 11.20 0.74 1645 11.31 0.85 5 10.94 0.48 180 11.08 0.62 810 I 11.20 0.74 1660 11.31 0.85 5.5 10.94 0.48 190 11.08 0.62 820 I 11.21 0.74 1675 I 11.31 0.85 6 10.95 0.49 200 11.08 0.62 830 I 11.21 0.75 1690 11.31 0.85 6.5 10.95 0.49 210 11.08 0.62 840 11.21 0.75 1705 I 11.32 0.86 7 I 10.95 0.49 220 11.09 0.63 850 l

11.21 0.75 1720 I

11.32 0.86 7.5 I 10.96 0.50 230 11.09 0.63 860 I 11.21 0.75 1735 I 11.32 0.86 8 10.96 0.50 240 11.09 0.63 870 I 11.21 I 0.75 1750 I 11.32 0.86 8.5 10.95 0.49 250 11.09 0.63 880 I 11.21 0.75 1765 11.32 0.86 9 10.96 0.50 260 11.10 0.64 890 I 11.21 0.75 1780 11.32 0.86 9.5 I 10.96 I 0.50 270 11.10 0.64 900 11.22 0.76 10 10.97 0.51 280 11.10 0.64 910 I 11.21 I 0.75 12 10.97 0.51 290 11.10 0.64 920 I 11.22 0.76 14 10.97 0.51 300 11.10 0.64 930 I 11.22 0.76 16 I 10.98 0.52 310 11.11 0.65 940 11.22 0.76 18 10.98 0.52 320 11.11 0.65 950 11.22 I 0.76 20 10.99 0.53 330 11.11 0.65 960 I 11.22 0.76 22 10.99 0.53 340 11.12 0.65 970 I 11.22 0.76 24 11.00 0.54 350 11.11 0.65 980 I 11.22 0.76 26 10.99 0.53 360 11.12 0.66 990 11.23 0.77 28 11.00 0.54 370 11.12 0.66 1000 11.23 0.77 30 I 11.00 0.54 380 11.12 0.66 1015 11.23 0.77 32 11.00 0.54 390 11.13 0.66 1030 11.23 0.77 34 11.00 0.54 400 11.13 0.66 1045 11.23 0.77 I 36 11.01 0.55 410 11.13 0.67 1060 11.23 0.77 38 11.00 0.54 420 11.13 0.67 1075 11.23 0.77 I 40 11.02 I 0.56 430 11.13 0.67 1090 11.24 0.78 I 42 11.02 0.56 440 11.14 0.68 1105 11.24 0.78 44 11.02 I 0.56 450 11.14 0.68 1120 11.25 0.78 46 11.02 0.56 460 11.14 0.68 1135 11 .25 0.79 I 48 11.02 0.56 470 11.14 0.68 1150 11.25 0.79 so 11.03 0.57 480 11.14 0.68 1165 11.25 0.79 52 11.03 0.57 490 11.15 0.69 1180 11.25 I 0.79 54 11.03 0.57 500 11.15 0.69 1195 11.25 I 0.79 56 11.04 0.58 510 11.15 0.69 1210 11.26 i 0.80 58 11.04 0.58 520 11.16 0.69 1225 11.25 I 0.79 60 11.03 0.57 530 11.15 0.69 1240 11.25 I 0.79 I 62 11.03 0.57 540 11.15 0.69 1255 11.26 0.80 64 11.04 0.58 550 11.16 0.70 1270 11.26 0.80 66 I 11.05 0.59 560 11.16 0.70 1285 11.26 0.80 I 68 11.03 0.57 570 11.16 0.70 1300 11.26 0.80 70 11.05 0.59 580 11.16 0.70 1315 11.26 0.80 72 11.04 0.58 590 11.17 0.71 1330 11.27 0.81 I 74 11.05 0.59 600 11.17 0.71 1345 11.26 0.80 76 11.05 0.59 610 11.17 0.71 1360 11.27 0.81 I 78 11.04 0.58 620 11.17 0.71 1375 11.28 0.82 80 11.05 0.58 630 11.17 0.71 1390 11.28 0.82 82 11.05 0.59 640 11.18 0.72 1405 11.28 0.82 I 84 11.05 0.59 650 11.18 0.72 1420 11.28 0.82 I 86 11.05 0.59 660 11.18 0.72 1435 11.28 0.82 88 11.05 0.59 670 11.18 0.72 1450 11.29 0.83 Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE D-6 -T-77 DRAWDOWN DATA- CONSTANT RATE PUMPING TEST Site: Cimarron WA Date: 10/23/12-10/24/12 Well: T-77 Static Water Level: 9.69 Well Depth: 30.29 Recorded by: BNB Distance from Pumping 72.85' Start Time: 1030 I Time (minlll W. Level (ft) II Drawdown (ft) II Time (min)II W. Level (ft) II Drawdown (ft) II Time (minJII W. Level (ft) II Drawdown (ft) II Time (minlll W. Level (ft) II Drawdown (ft) I 0.25 I 9.82 I 0.13 90 10.02 0.33 680 I 10.16 I 0.47 1465 I 10.21 0.52 0.5 9.85 0.16 92 10.02 0.33 690 10.16 0.47 1480 I 10.22 0.53 0.75 9.87 0.18 94 10.02 0.33 700 10.17 0.48 1495 10.21 0.52 1 9.88 0.19 96 10.02 0.33 710 10.17 0.48 1510 10.22 0.53 1.25 I 9.88 0.19 98 10.02 0.33 720 10.17 0.48 1525 10.22 0.53 1.5 I 9.89 0.20 100 10.02 0.33 730 I 10.17 0.48 1540 10.22 0.53 1.75 9.89 0.20 110 10 .03 0.34 740 I 10.17 I 0.48 1555 10.22 0.53 2 9.90 0.21 120 10.02 0.33 750 10.18 I 0.49 1570 10.22 0.53 2.5 9.90 0.21 130 10.04 0.35 760 10.18 0.49 1585 10.22 0.53 3 9.90 0.21 140 10.03 0.34 770 10.18 0.49 1600 10.22 0.53 3.5 9.90 0.21 150 10.03 0.34 780 10.18 0.49 1615 I 10.22 0.53 4 9.91 I 0.22 160 10.04 0.35 790 10.18 I 0.49 1630 I 10.23 0.54 4.5 9.91 0.22 170 10.05 0.36 800 10.18 I 0.49 1645 10.23 0.54 5 9.90 0.21 180 10.05 0.36 810 I 10.18 I 0.49 1660 10.2 3 0.54 5.5 9.91 I 0.22 190 10.05 0.36 820 10.19 0.50 1675 I 10.23 0.54 6 9.92 0.23 200 10.06 0.37 830 I 10.19 0.50 1690 10.23 0.54 6.5 9.91 0.22 210 10.05 0.36 840 I 10.19 0.50 1705 I 10.24 0.55 7 9.92 0.23 220 10.06 0.37 850 I 10.19 0.50 1720 I 10.24 0.55 7.5 9.92 0.23 230 10.06 0.37 860 I 10.19 0.50 1735 I 10.24 0.55 8 9.92 0.23 240 10.06 0.37 870 I 10.19 0.50 1750 I 10.24 0.55 8.5 9.92 0.23 250 10.06 0.37 880 I 10.20 0.51 1765 I 10.24 0.55 9 9.92 0.23 260 10.07 0.38 890 10.20 0.51 1780 10.24 0.55 9.5 9.93 0.24 270 10.07 0.38 900 10.20 0.51 10 9.93 0.24 280 10.08 0.39 910 10.20 0.51 12 9.93 0.24 290 10.07 0.38 920 10.20 0.51 14 9.93 I 0.24 300 10.08 0.39 930 10.20 0.51 16 9.94 I 0.25 310 10.08 0.39 940 10.20 0.51 18 9.95 0.26 320 10.08 0.39 950 10.21 0.52 20 9.95 0.26 330 10.08 0.39 960 10.21 0.52 22 9.94 0.25 340 10.09 0.40 970 10.21 0.52 24 9.96 I 0.27 350 10.09 0.40 980 10.21 I 0.52 26 9.96 0.27 360 10.10 0.41 990 10.21 0.52 28 9.96 I 0.27 370 10.09 0.40 1000 10.21 I 0.52 30 9.97 0.28 380 10.10 0.41 1015 10.22 0.53 32 9.97 0.28 390 10.10 0.41 1030 10.22 0.53 34 9.97 0.28 400 10.10 0.41 1045 10.22 0.53 36 9.97 0.28 410 10.11 0.42 1060 10.22 0.53 38 9.97 0.28 420 10.11 0.42 1075 I 10.22 0.53 40 I 10.00 I 0.31 430 10.11 0.42 1090 10.22 0.53 42 I 9.98 0.29 440 10.12 0.43 1105 I 10.23 I 0.54 44 I 9.99 0.30 450 10.11 0.42 1120 I 10.23 0.54 46 9.99 I 0.30 460 10.12 0.43 1135 10.23 0.54 48 9.99 0.30 470 10.12 0.43 1150 10.23 0.54 50 I 9.99 0.30 480 10.12 0.43 1165 I 10.23 0.54 52 I 10.00 0.31 490 10.13 0.44 1180 I 10.18 0.49 54 I 10.00 0.31 500 10.13 0.44 1195 I 10.18 0.49 56  ! 10.01 0.32 510 10.13 0.44 1210 I 10.18 0.49 58 I 10.02 0.33 520 10.13 0.44 1225 10.18 0.49 60 10.00 0.31 530 10.13 0.44 1240 10.18 i 0.49 62 10.00 0.31 540 10.14 0.45 1255 10.19 I 0.50 64 10.01 0.32 550 10.14 0.45 1270 10.19 I 0.50 66 10.02 0.33 560 10.14 0.45 1285 10.19 0.50 68 10.01 0.32 570 10.14 0.45 1300 10.19 0.50 70 10.01 0.32 580 10.14 0.45 1315 10.19 I 0.50 72 10.01 0.32 590 10.15 0.46 1330 10.19 I 0.50 74 I 10.02 0.33 600 10.15 0.46 1345 10.20 0.51 76 I 10.01 0.32 610 10.15 0.46 1360 10.20 I 0.51 78 I 10.01 I 0.32 620 10.15 0.46 1375 10.20 I 0.51 I 80 10.02 0.33 630 10.15 0.46 1390 10.20 0.51 82 10.02 0.33 640 10.16 0.47 1405 10.20 0.51 84 10.01 0.32 650 10.16 0.47 1420 10.20 0.51 I 86 I

10.02 I 0.33 660 10.16 0.47 1435 I 10.20 I 0.51 I 88 I 10.02 I 0.33 670 10.16 0.47 1450 I 10.21 0.52 I Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE D-7 -T-78 DRAWDOWN DATA- CONSTANT RATE PUMPING TEST Site: Cimarron WA Date: 10/23/12-10/24/ 12 Well : T-78 Static Water Level: 9.94 Well Depth: 30.2 Recorded by: BNB Distance from Pumping 113.1' Start Time: 1030 I Time (minlll W. Level (ft) II Drawdown (ft) II Time (minlll W. Level (ft) II Drawdown (ft) II Time (min)I~- Level (ftjl Drawdown (ft) II Time (minlll W. Level (ft) II Drawdown (ft) I 0.25 I 9.93 I -0.01 86 10.02 0.08 910 I 10.15 I 0.21 I 0.5 9.94 0.00 88 10.03 0.09 925 I 10.15 0.21 I 0.75 9.95 0.01 90 10.02 0.08 940 I 10.16 I 0.22 1 9.96 0.02 92 10.02 0.08 955 10.16 0.22 1.25 9.96 0.02 94 10.02 0.08 970 I 10.16 0.22 1.5 9.97 I 0.03 96 10.02 0.08 985 I 10.16 0.22 1.75 9.97 0.03 98 10.03 0.09 1000 10.16 0.22 2 9.97 0.03 100 10.02 0.08 1015 I 10.17 0.23 2.5 9.97 0.03 115 10.03 0.09 1030 I 10.17 0.23 3 9.97 0.03 130 10.03 0.09 1045 10.17 0.23 3.5 I 9.97 0.03 145 10.03 0.09 1060 10.17 0.23 4 9.98 0.04 160 10.04 0.10 1075 10.17 0.23 4.5 9.97 0.03 175 10.04 0.10 1090 10.17 0.2 3 5 9.97 0.03 190 10.05 0.11 1105 10.18 0.24  !

5.5 9.98 0.04 205 10.05 0.11 1120 10.18 0.24 6 9.98 I 0.04 220 10.05 0.11 11 35 10.18 0.24 I 6.5 9.98 I 0.04 235 10.04 0.10 1150 10.18 I 0. 24 7 9.98 I 0.04 250 10.05 0.11 1165 10.18 I 0.24 7.5 9.98 0.04 265 10.05 0.11 1180 10.18 I 0.24 8 9.98 0.04 280 10.05 0.11 1195 10.18 0.24 8.5 9.98 0.04 295 10.06 0.1 2 1210 10.18 0.24 9 9.98 0.04 310 10.06 0.12 1225 10.18 0.24 9.5 9.99 0.04 325 10.06 0.12 1240 10.19 0. 25 10 9.98 0.04 340 10.06 0.12 1255 10.19 0.25 12 9.99 0.05 355 10.07 0.13 1270 10.19 0.25 14 9.99 0.05 370 10.07 0.13 1285 10.19 0.25 16 9.99 0.05 385 10.07 0.13 1300 10.19 0.25 18 9.99 0.05 400 10.07 0.13 1315 10.19 I 0.25 I 20 9.99 I 0.05 415 10.08 0.14 1330 10.19 I 0.25 I 22 I 9.99 I 0.05 430 10.08 0.14 1345 10.20 I 0.26 I 24 10.00 0.06 445 10.08 0.14 1360 10.20 0.26 26 I 10.00 I 0.05 460 10.09 0.15 1375 10.20 0.26 I 28 I 10.00 0.06 475 10.09 0.15 1390 10.20 I 0.26 I 30 I 10.00 I 0.06 490 10.09 0.15 1405 10.20 0.26 32 10.01 I 0.07 505 10.09 0.15 1420 10.20 0.26 34 I 10.01 0.07 520 10.10 0.16 1435 I 10.20 0.26 36 10.01 0.07 535 10.10 0.16 1450 10.20 0.26 38 10.01 0.07 550 10.10 0.16 1465 I 10.21 0.27 40 10.01 I 0.07 565 10.10 0.16 1480 10.21 0.27 42 10.02 0.08 580 10.11 0.17 1495 10.20 0.26 44 10.02 0.08 595 10.11 0.17 1510 10.21 0.27 46 I 10.02 0.08 610 10.11 0.17 1525 I 10.21 I 0.27 I

48 i 10.01 I 0.07 625 10.11 0.17 1540 I 10.21 0.27 i so I I 10.02 I I

0.08 640 10.12 0.18 1555 10.21 0.27 I I

52 I 10.02 I 0.08 655 10.12 0.18 1570 10.22 0.28 I 54 I 10.02 0.08 670 10.12 0.18 1585 10.22 0.28 i 56 10.02 0.08 685 10.12 0.18 1600 10.22 0.28 I 58 10.02 0.08 700 10.12 0.18 1615 10.22 0.28 60 10.02 0.08 715 10.12 0.18 1630 10.22 0.28 62 10.02 0.08 730 10.13 0.19 1645 10.23 0.29 64 10.02 0.08 745 10.13 0.19 1660 I 10.22 0.28 66 10.03 0.09 760 10.13 0.19 1675 10.22 0.28 68 10.02 0.08 775 10.13 0.19 1690 10.22 0.28 I 70 10.03 0.09 790 10.14 0.20 1705 10.23 I 0.29 I 72 I 10.02 I 0.08 805 10.14 0.20 1720 I 10.23 I 0.29 74 10.03 0.09 820 10.14 0.20 1735 10.228 0.288 I 76 10.02 0.08 835 10.14 0.20 1750 I 10.229 I 0.289 78 I 10.02 0.08 850 10.14 0.20 1765 I 10.23 0.29 80 10.02 0.08 865 10.15 0.21 1780 I 10.232 0.292 82 10.02 0.08 880 10.15 0.21 I 84 I 10.02 I 0.08 895 10.15 0.21 I Page 1 of 1

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE D GE-WA1-01 STEP DRAWDOWN TEST-10-25 GPM 10.4 10.5 10.6

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CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE D GE-WA1-01 STEP DRAWDOWN TEST 64 GPM 10 10.5 11

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CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE 0 GE-WA-01 PUMP TEST GRAPH 13.5 2.4 13.4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2.5 13.3 2.6 13.2 2.7

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- Depth to Water (ft) - Drawdown (ft)

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE D GE-WA-01 PUMP TEST DATA - OBSERVATION WELL T-68 11.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - 0.00 10.95 -t--'~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---::;;;;;--= _,,11!!!11<<..._ _ _ _ _ _-------,

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- Depth to Water (ft) - orawdown (ft)

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE D GE-WA-01 PUMP TEST DATA - OBSERVATION WELL T-72 11.10 ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - 0 0.1 10.90

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- Depth to Water (ft) - Drawdown (ft)

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE D GE-WA-01 PUMP TEST - OBSERVATION WELL T-75 11.40 - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ 0.00 11.30 I ~ I 0.10 11.20 - 0.20 11.10 -I--- - - - ----..--_ ; ; _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + 0.30

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- Depth to Water (ft) - Drawdown (ft)

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE D GE-WA-01 PUMPT TEST- OBSERVATION WELL T-77 10.30 - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - 0.00 0.10 10.20 _,.,,c I ~ I 0.20 0.30

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- Depth to Water (ft) - Drawdown (ft)

CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE D GE-WA-01 PUMP TEST - OBSERVATION WELL T-78 10.30 -r--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , . . 0.00 10.20 _ ____,,., ~ I 0.10

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- Depth to Water (ft) - Drawdown (ft)

Cimarron Step-Rate Test 3.5 - . - - - - - - - - - - - - - - - - - - - - - - - - - - - -

3 ;---------------------------------------

2.5 - L - - - - - - - - - - -- - t- -~ - - - - -

Q= 64 gpm S= 2.872 ft 2 S- 2 z:-2-8-gpm-fft T= 34,200 gpd/ft

-+- Cimarron Step-Rate Test 1.5 I :l ", Q- so g Q= discharge s= 2.22 ft s= drawdown 5= specific capacity 5= 22.5 gpm/ft T= 33,750 gpd/ft T= tra nsm issivity 1 t "\ Q=40gpm s= 1.757 ft 5= 22.8 gpm/ft Q= 31 gpm T= 34,200 gpd/ft s= 1.404 ft

o. 5 I s 2:-2.Q&-gf T= 33,120 gpd/ft 0 --- - - - - - - . - - - - - - - - - - - - . - - - - - - - - ~ - - - - - - - ~ - - - - - - ~

0 50 100 150 200 250

10. 1_:--r-nTTTTl -n*T1Trn-T77,TTTir-,-,TT WELL TEST ANALYSIS Data Set: ~:\..JGEV\(A0j _single__1e_co_~~~y_ neu11Jan.aqt Date: 01 /18/13 Time: 15: 15:28 PROJECT INFORMATION

1. ----+-----+-

g_..

// Company: E~M Client: Cimarron Environmental Trust C

(]) Project: 65_943 E Location: Crescel)t1-OK

(])

(.)

ro Test Well: GE-WA-01 c.. Test Date: 10/23/12 Cl) 0 0.1 - - - - + - - --~ ~ -!!------ -- ----1-----t--- -- - - - - + - - - - -I SOLUTION Aquifer Model: Unconfined Solution Method: Neuman T = 4126.1 tt 2/day 0.01 I_

0.1 Lrnilill_J

1. 10.

__1___LLUilL_l___LLW .IJL_ .L. _i _J_Llilll_L_LLLJ.lJJ 100. 1000. 1.0E+4 1.0E+5 S = 45.13 Sy= 0.5

~ = 0.001 Time (sec)

AQUIFER DATA Saturated Thickness: 18.91 ft WELL DATA Well Name ~ um_p~gttfells_ - [ ~ - . y- ff -- --7 *ell*N- ame-- ---- --- ---1-Obs.ervai()(*!*t"tf"_ells _T ....... _-Y{ft[ ~--- 7

__r_:.:___J o~

1-w_-.

1_9E-\,\,iA~o1 - ...... f ... 6. l . J , GE-V\/A-01 _ _ ___ ~-- o__ I

10. 1-IITTT T777Tr11 -r-,IT!Tf WELL TEST- ANALYSIS Data Set: K:\ ... \GEWA01 _sin_gle~ neuman.aqt Date: 01/24/13 Time: 21 :38:25 PROJECT --INFORMATION g ~Ej°f"))l][llllftiI!nr!J[~(([IJ!lllJlil!DliP 11!!1 Company: E~M C

Client: Cimarron Environmental Trust

<J)

/

Project: 65943 E

<J) 1. Location: Cres_ce_!Jt_()~

0

(.)

rn Test Well: GE-WA-01

a. Test Date: 10/23/12 en 0

0 SOLUTION Aquifer Model: Unconfined Solution Method: Neuman T = 4927. tt2/day

0. 1 I_ __ J__Li._UJJJ LL.J.JJJ.ll.__ l__L.L J..LULl____]___J__LilLJJJ_J__ _j__l--1..LI.UL ___ L_l..J--1..WJ LJ.IJJ S = 0.01504 0.1 1. 10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6 Sy = 9.46t:E-6 11 = 0.1 Time (sec)

AQUIFER DATA Saturated Thickness: 18.91 ft WELL DATA

---

*-7 t&f~~A~ *****f~ xgiL I~-

• Y~ftl~~*] [~~~~~;Q1_* ._+/-_

• x~tt) . +

- ------- - _E_~mpl_l}g_W~!!s ---- --- ---------- ---- --- --------- ---- - - - - - ---- --- --- QQ§~I_'{a_!~9Q_~~J I_~---- --- - - ---

Vt)_ ______ J

10. r -rTTrTITIT - rrr,m1 - -rTnTrrrr---r-,TTn11r--r-n iTm WELL TEST ANALYSIS Data Set: K:\ ... \GEWAQ1 _sing!e_moe!7ch.aqt Date: 01 /18/13 Time: 15: 14:22 PROJECT INFORMATION Company: EPM

---

Client: Cimarron--- Environmental Trust g t.[i-Dill!IllllJtfi1))J "

Project: 659__43

,+-I Location: Crescent, OK C

Q) Test Well: GE-WA-01 E 1. Test Date: 10/23/12 Q) u ro Q. SOLUTION en i:S Aquifer Model: U1J_ 9QQfined

-r Solution Method: Moench T

S Sy

= 489_1 J tt2 /day

= 0.01504

= 0~QQ_1_73~

11 = 0.1

__ . __ ...l_j LLJJ L_____ Ll...LL.UJJJ___j_____L 1 J.. LLJJ Sw = 0.

0.1 ...LLLLWJL_J__J_L.1...LLLI.L __ ..L.LU _J____LJ_J_

I r(w) = 0.1667 ft 0.1 1. 10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6 r(c) = 0.1667 ft Time (sec) alpha = 1~0E+_30 sec- 1 AQUIFER DATA Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 1286.8 WELL DATA Pumpin Wells Y { ft~ w

_ ell_-Na_r:ne _ _ _ _ _ _lQ _ b~el"\/a~o(fif" _ells___l_-----_ Y ~fl)-~~ I l~~tWA~{ - -- -- XO _ _ _ _ ---- 0 (ft)_ I - ~ J ---,_ gE-W~01 I

---

_______ 9_________ ----------- -----

5, l-7* !ll TIT[--7-TTrflTlf--,-,TlTTTi r* - - , - , - , .,. nrr, - *-*1-1,lllTI WELL TEST

- --- -- ANALYSIS Data Set: K:\ ...~GE_WAQ_1 _sin_gJ_~.agt Date: 01/18/13 Time: 15:13:07

4. !--*--+----+---

PROJECT INFORMATION g 3. Company: EPM C Client: Cimarron Environmental Trust

~

0 "O

Project: 65943 3: Location: Crescent, OK co 0

I,,_

2. Test Well: GE-WA-01 Test Date: 10/23/12

1. I I _____,__ _

SOLUTION

_.,,,./ Aquifer Model: Unc_onfined u Solution Method: Cooper-Jacob

o. C_L ~ _J. _Ll..LLJJ.!L ....L_LLLLWL__L_LU.l.ULl__ L_J_j_LIJ..W__j_j__!__LJJ T = 57 44.5 tt 2/day 0.1 1. 10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6 S = 0.8754 Adjusted Time (sec)

AQUIFER DATA Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 0.5 WELL DATA

~ - - - _ _ _ _ _P_umpJQ9_1/Y~J!s__ ___ __ _ _ _ _ Observation Wells

~~~::_~~ - -- . -XtJ .. ] **- y ~ftj - I [~~~~;~! __-I_ Xt} -- __ _J . -- y ti . . .

GE-WA-01 Distance - Drawdown Aquifer Test at 63.4 GPM Cimarron Environmental Crescent, OK Distance (feet) 0.01 0.1 1 10 100 1000 10000 100000 0

1 2

~

C1)

C1) :r= ;_,? ~ I\ Theoretical Drawdown C:

5 0

"C C

C'G 6

7 T=528 (63.4 gpr17)/1.2 = 27,896 gpd/ft T=3, 738 ft 2/ day 8

S=0.3 (27,896 gpdVft) (1.25 days)/ 64692.46 ft 2 9 S= 0.17 10

1. .-~TITr TllTfT-~7 TTTTmn---,----nT11 nr~ TTt rn WELL TEST ANALYSIS Data Set: K:\ ... \T68_GEWA0_ 1.aqt Date: 01/18/13 Time: 15:16:03

0. 8 I - - - -- ----t- ----- ---1----- ------ t--- --- --- - t-PROJECT INFORMATION g 0.6 <------t-----+------- Company: EPM c Client: Cimarron Environmental Trust

~ - - ---

0 "O

Project: 65943

~ Location: Crescent, OK co 0

I....

0.4 I------+--- - - -- ----- ----- ----- --t-- --- - - I Test Well: GE-WA-01 Test Date: 10/23/12 0.2 1 - - - - - - + - - - -- -- -*-- - - - - -- -

SOLUTION Aquifer Model: Unconfined "4,t1i1JJ'..-

Solution Method: Cooper-Ja~9b 1'+i'twr__-_J __[____l_J_j_LJLL___Li_l__LwL T = 7 454.8 tt2 /day

, - . UL , ,, ,___ J___JJ_L 0.1 1. 10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6 S = 0.1353 Adjusted Time (sec)

AQUIFER DATA Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 0.5 WELL DATA Pumping Wells Observation Wells L~~~w;~f-- -- *J__~ _xgt)=- -~-J - ---vgi~- _J I-~~~~~~~=:--~ =-J ...... ~~~t~ . 1-.-. ~-~i~---]

1. 1-- I I I 11111 , -,-,rn,,---,TnTmc-,-m, mr nTnmr ---,-, r, mi 1-1 TITI WELL TEST ANALYSIS Data Set: K:\ ... \T68_GEWA01 __ ~oer}ch.aqt Date: 01/18/13 Time: 15:16:29 PROJECT INFORMATION Company: EPM

0. 1 >------>--------+---+--- *--t-------**--+---.i------1 *----- *--*--I Client: Cimarron Environmental Trust g Project: 65~-43 C

Location: Crescent OK Q) Test Well: GE-WA-01 EQ) 1.f Test Date: 10/23/12 u

ro a..

CJ)

SOLUTION 0 Aquifer Model : Uoconfined 0.01 E 0

Solution Method: Moench cc w

!iJ:IDj T = 7.582E+4 tt 2/day A >OD~

\.,\r*-= ~  :., /

S = 1.992E-10 Sy = 0.00814_9

,:*1 ll:{; . *CT 11 = 0.1 Sw = 0.

o.oo1 [__[_.LJ_Jill.Ll___j_,_LJ_.LL-1. Lll-.....,i,,...LUJ Lw..---'--LLLLLUL_L...L. L L U L L L _ L..L..L..LL.LJ.U ___ .L_ ,

r(w) = OJ 667 ft 0.1 1. 10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6 r(c) = 0.1667 ft Time (sec) alpha = 1.0E+30 sec- 1 AQUIFER DATA Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 0.001737 WELL DATA

~~~;~~~ ----- - I i-1=-u_rnp_~Q.9_\{y_~IJs_ ~ - - -

-- ~~ x &ttJ -~ -+ -- - - - ~ [- _ _

v &fl) - J ~f!~~~~e

____________ Q_

--- J 1

~s-~~~ajip_Q_YY.eJI~ _________ _

~ io~~L- _L __ ~ Jf~ _. -

1. i=:--1-nTrrrr1-7-11nm1-----rTrn 1n1 --1-17 rnT~-,TITnrri---1--nTm1r-r71m07 WELL TEST ANALYSIS

[ ~ - -*- -- --** *- ~---

Data Set: t(_:\ ~~\T68_GEWA_0_1_ neum~n_.aqt Date: 01/18/13 Time : 15:16:51 g 0.1 7

11 Company: EPM PROJECT INFORMATION

+-'

C Q)

E Q)

[

if-"

' Client: Cimarron Environmental Trust Project: 65943 Location: Cr~scent, _OK t) co Test Well: GE-WA-01 a.

(/)

f-Test Date: 10/23/12 0

I 0.01 C, I*

-_p_ lIID am:

SOLUTION

,:ili:llEiu

_:_. i.1'.Ji]) ,C Aquifer Model: Unconfined I Solution Method: Neuman 0.001 ~~ill 0.1 1.

jnl:~J_Lrn,,~-rn=c

10. 100.

I I i 11111 1000. 1.0E+4 1.0E+5 1.0E+6 T = 5.892E:t:4 tt2 /day S =0.01588 Sy = 0.00_1468 r1 = 0.1 Time (sec)

AQUIFER DATA Saturated Thickness: 18.91 ft WELL DATA l~~~~/4-6~ ---.--.-_,__--__

PumplD__g_Wells

-_-___l-,-----~ ~- X6ft) . 1* - Y~ft) ] w;!~~ame - -- r -~o~fl~

~ - - - - - - - - Observation Wells

- -_-,- L_ _ _-_-_ -~~1~ - . 1

1. -,i-mm--, n -nTnT-7,-ITilTI 1----- IT TT7771T -n-n- 1,-rnrrw-,TTnTr r WELL TEST ANALYSIS Data Set: K:\ ... \!_I2~ GEW~01_.aqt Date: 01/18/13 Time: 15:17:11 0.8 PROJECT INFORMATION g 0.6 Company: EPM C

Client: Cimarron Environmental Trust

~

0

"'O Project: 65943

~ Location: Cr~scent_,_OK rn 0

I...

0.4 r- Test Well: GE-WA-01 Test Date: 10/23/12

-- * :;;il~ij..z-0.2 r-----j~-- . ;;jjJJ:plii,~~

-*- 4----------+---- --ibil\0._l,_j'~ : -------+-------+---

SOLUTION Aquifer Model: Unc9nfined Solution Method: Coqper-Jacob

o. 1 _l__LlliJj_L _ L U LLU. ----'--'---'--'-~w.li-----'-J-LW~J-U ......1-1-L..W..Ll~-1-.J.. -'--L~Lll-L- LLJ.JJJ.l T = ?Z~9~tt2lday 0.1 1. 10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6 S = 0.04201 Adjusted Time (sec)

AQUIFER DATA Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 0.5 WELL DATA Observation Wells

[!;I~~-~e-~-- -_--_--_--._~I--*_---_** jJ~---- -r*.--

Well Name Pump~ -ngftWells ___I_____________ Y_ ft ___ --_-

-- ---- ,- - -- -- _JD - -- - -- - - - ( L - }~~l GE-WA-01 I ______ o _____________ o__________ J

1. c--,r77Tm,-TTiTilT[)--1-1 **1Ti 111r* -,TTT! rn1--,--nr1rn1-* 1-i-nTT ,-17Tlllj WELL TEST- ANALYSIS - --

Data Set: K:\ .. \T72_GEWA01_neuman.aqt Date: 01/18/13 Time: 15:18:27

_iE~Jli,.I ,* 1:*,ji0JJLt~['ti!W:l\i PROJECT INFORMATION 0.1 g Company: El: M c

Q)

Client: Cimarron Environmental Trust Project: 65943 E

Q) Location: Crescent! OK

(.)

rn Test Well: GE-WA-01

a. Test Date: 10/23/12 CJ) 0 0.01 SOLUTION Aquifer Model: Unconfined Solution Method: Neuman T = j .J 5~E"!"4 tt2/day 0 .00 1 I___LLULLLLL __ L.LLLW u_umj__,_u_ ullil __L_LLllH"----U _u_ LJ_uj_ _L_Li_jj S = 0.0001618 0.1 1. 10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6 Sy= 0.01187 11 = 0.1 Time (sec)

AQUIFER DATA Saturated Thickness: 18.91 ft WELL DATA

~~~~A~~ 1-~ ~u=~f~

115 Observation Wells 1w;1i~ame -

J y git - - ~-iftl_ _Y_(ft)___ _

97.7 -56.4

2. r- ,7'TlTfTJ~Trrr-rr1Trmi----*,rr-nT111-,- --r7TI Im* *--r-1Trrnn---**117 n111 WELL TEST ANALYSIS Data Set: K:\ ... \T75_GEWt01 .aqt Date: 01/18/13 Time: 15:18:50 1.6 r-----+----------<- *------**-t--------, **-**--**----t-*--*----*--------* l*---***----------1 PROJECT INFORMATION g 1.2 Company: Ef:>M C

Client: Cimarron Environmental Trust 3:

0 l:J Project: 65943 3: Location: Crescent, OK ro o

l-0.8 t----+---- Test Well: GE-WA-01 Test Date: 10/23/12

,,,..t,,.

0.4 f - - - - + - - - - - - - - + -~ '9------ - - + - - - - f - - - -

SOLUTION Aquifer Model: Unconfined Solution Method: Coo_per~Jacob 0.

T = 6974.2 tt2 /day L.. __ LL.L:..iJJJ __ .Lj_...LJ.J.WL____l__J__LJJ..LLJ LLlJ.L _ __L __ .L.._J LJ_lj 0.1 1. 10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6 S = 0.02805 Adjusted Time (sec)

AQUIFER DATA Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 2.158 WELL DATA

, - - - - - - - - - - - - - - - - Pumping Wells _ ,---------- __ _ _ _ _____ Observation Wells l~E~~~-01~~ ** I ~ x &fl) ~~ *1 vgt1** ** *

• l l~;I~ame ~ * . . . . . . *1 .-.* ** 11ftr~>. L~-J~~~__ _I

1. 1-- ,-nTTTn1-1-TnTlll1-*,,rTTrrrr **-n-1,1T1~-----~,-T ,,,,, *1-1*TITITI WELL TEST ANALYSIS Data Set: K:\ ... \T_75_ GE~/-\01 __moe_r:,cQ_.aqt Date: 01 /18/13 Time: 15: 19: 11

, l'.,.'{lllj/:*'

PROJECT INFORMATION- -- -- -* ------

Company: EPM Client: Cimarron Environmental Trust g I Project: 65943

,+-I Location: Crescent1-O~ -

C Q.) Test Well: GE-WA-01 E 0.1 -- -- ------- - Test Date: 10/23/12 Q.)

u co Q.

Cl)

SOLUTION 0 Aquifer Model: Unconfined Solution Method: Moench T = 9342.9 tt2 /day S = 4.087E-6 Sy = 0:0001882 11 = 7.

Sw =O.

Q. Q1 L_ -LHUJ___L__U__Uil _L_.LW.lll___L .J__LUW !JJl.l_ __ Lj_.J_U_W_L._!.___l_L..L.L.J r(w) = 0.1667 ft 0.1 1. 10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6 r(c) =0.1667ft Time (sec) alpha= J_.0_E_~ 30 sec- 1 AQUIFER DATA Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 1.511 WELL DATA

~E~W/4~{ -- -J Pu_~l{,-ttfeJls~_T Y gt) J [_w;~~ame____ -*J-Observation Wells

~t{ -

-I

~ii -- I

1. I-IITlTfT7T-TTTllll1T-rTTTITn WELL TEST ANALYSIS Data Set: K:\ ... \T75_ GEWA01 _neun,an.a~t

,,ifl.,.'f/L'O-: .. ;.,:lt.\ \ Date: 01 /18/13 Time: 15: 19:26 PROJECT INFORMATION g Company: EPM

+-'

C Client: Cimarron Environmental - -

Trust

())

Project: 6~~1~

E 0.1 Location: C~escen(_OK

())

(.)

ro Test Well: GE-WA-01

a. Test Date: 10/23/12 Cl) 0 SOLUTION Aquifer Model: Unconfined Solution Method: Neuman 0.01 0.1

~cl~= 1. 10. 100.

-~~-~~.-lllilL __l __LLli.llll ___j __ J_J_liJJ 1000. 1.0E+4 1.0E+S 1.0E+6 T = 7_394.2 tt2/day S = 0.01019 Sy = 0.00_8?67 11 = 7.

Time (sec)

AQUIFER DATA Saturated Thickness: 18.91 ft WELL DATA

. - *~~~l *-] *-*-=}t~ * .*7

..--------~_ PuDJp_i_Q_Q__YY~Jl_s___ . - - - - - * - - - - - - ________ _ Observation Wells EGE~~A~f*-*- ......* . +*** .. X6fl} .~ .. J_** _v6~}__ = [:{~~~ame . . I

--* - - - - - - - - - *---- --~----- - ---* *--------

1. 1--ri,rTm,-rTTTI rrrr--i-TTTI7llT-T7TTTn ~ -T77TITT~-iTTrm I ,-r--17TI 171 WELL TEST -

ANALYSIS-Data Set: K:\ ...\T77_ GEWA01.aqt Date: 01/18/13 Time: 15:19:45

0. 8 /------ - - + - - - - -- - - - - I- - - -- - --/--*-------/--- - - ---,--- -- ---- --

PROJECT INFORMATION g 0.6 1---*-- *t------+-----+----*-*-- ------t--- - - - - - - - ,

Company: E~M C Client: Cimarron Environmental Trust 3:

0 "C

Project: 65943 3: Location: Crescent, OK 0

co I....

0.4

• *jli Test Well: GE-WA-01 Test Date: 10/23/12 l!

,ii

,*r, tfY 0.2 ~----+-----+--- --+------1----~3~#,.:_ ':._t----- - + - - -

SOLUTION

., -'" Aquifer Model : Uncor:!f_i__ned Solution Method: Coo_per-Jacob

o. l __ 1_1 _j__LJ...LJJl __L_j:...'LJ ~- _ _L_I_UJ_w.l __J_ '- LU 111 LLU ____LJ_J_j_J.LIJ T = 7215.3 tt2 /day 0.1 1. 10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6 S = 0.1033 Adjusted Time (sec)

AQUIFER DATA Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 0.5 WELL DATA

~l~Jts;l *

• _- -~- - - - -~_]--.. f>urnB~tfe~s~.~+----_-__---v-_g-ft)- *~7 [W1!+~ame~~ ~ *f bserva~~rells...r .iJ~------*]

WELL TEST ANALYSIS

1. c I -., ""n;rnm; -,-1111~~~] I ITL Data Set: K:\. *: \1)7__GE.YV601_ ~oenc~.ag~

Date: 01 /18/13 Time: 15:20: 11 PROJECT INFORMATION j,(J,~""

Company: EPM r

j**S\.'."

Client: Cimarron Environmental Trust g 0.1 Project: 65943

+-'

C Q) ,_ .!'

-1 Location

Crescent! OK Test Well: GE-WA-01 E 7-,:'":

Test Date: 10/23/12 Q) u co I-Q.

(/)

SOLUTION 0 Aquifer Model: l)!]cp11~n~d 0.01 a- ----+-----t ----+-- -t-*- -- - - - - - - + - -

Solution Method: Moench T = 3I1~E~4 ft 2/day S = 0.0006416 Sy = 5.822E: 5

~ = 0.1 0.001 I._ L_l_J__LJ.LLU _cL_LLJ..lJJ..l.l_J.._l-1..1 LJ..IJL _ _l__J_LUWL __ L..J_LUWL __ L L.J..LLWL___ L.LLLLLJJ Sw = 0.

r(w) = 0J_66~ ft 0.1 1. 10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6 r(c) = 0.1667 ft Time (sec) alpha = 1jl;:~30 sec- 1 AQUIFER DATA Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 0.00673 WELL DATA

______________1:_u_~l!lg-~E?IIS . ----*- **--*---------*. _____ Qb_s~ryc1ttor::i _YY~lls --* *---- --*-* -**-------

[~E~~A-~~ ~- -.. J----~)(gt) - t . ygt) _ --j Iw;~1~ame - .{- -. .*- -~-~~~~-- *-* .* - .. ------- -'({~L -- -

70.4

1. : CTTTHTI ---.-n Trm -- ,T,T' "'1-Tnrrm--.-TTTlH[J ~ =mi WELL TEST ANALYSIS Data Set: ~:\..._\T77_ GEW~01-neuman.aqt Date: 01/18/13 Time: 15:20:36

7 f- _,) , ' _ , , -

PROJECT INFORMATION 0.1 ,.. - - - - + - - .. "'**---t----** ' -*-+***-*-*---!---*--* *-*****

g Company: EPM

+..I C

(I)

E t J-1

.:ff

,:7 '

Client: Cimarron Environmental Trust Project: 65943 (I) f- Location: Crescen( _OK

(.)

co f-Test Well: GE-WA-01 c.. Test Date: 10/23/12

(/)

0 0.01 E \*---- - - + - - - -

SOLUTION I

Aquifer Model: Unconfined li Solution Method: Neuman T = 9238.5 tt 2/day 0.001 ,=~-rn=,*-~u~iu-_L~cw_,~w S = 0.0006416 0.1 1. 10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6 Sy= 0.04459 r1 = 0.1 Time (sec)

AQUIFER DATA Saturated Thickness: 18.91 ft WELL DATA

[~:~~:-~~ . - - --Liweus

• I y &~=-] r~~~~ame _ _ _ _-- (~~~~a~o~r~ILL-* id~ _: -

1. 1---T,Tnmr-,-nTTTn7--r,TTTllT1--Y-T,n I ni-- 1----1---n,m~-1--rTTTl ii WELL TEST---ANALYSIS- .

Data Set: K:\ ... \T78_GEWA0_1_.aqt Date: 01/18/13 Time: 15:20:56 0.8 ,__ _ ------1--------------- , _

PROJECT INFORMATION

@: 0.6 r------+--*----t-----+--- ------ [- *---+-- -----+-- ----, Company: EPM C Client: Cimarron Environmental Trust 3: - --- -

0

"'O Project: ~5943 3: Location: Crescent!_ OK rn 0

I....

0.4 Test Well: GE-WA-01 Test Date: 10/23/12 0.2 SOLUTION Aquifer Model: Unconfined

(\(v':/~.Ni Solution Method: Coo_per-Jacob 0.

T = 9913. tt2 /day L___ LLl.LLlll.1,_"-- ~ _._::r_u1111 f I I I LLL I _LilUllJ_ _L_LW_lill _ _L_j__LJ_j_

0.1 1. 10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6 S = 0.1172 Adjusted Time (sec)

AQUIFER DATA Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 0.5 WELL DATA

- ~ _Pu_n:,QiQg_\(VeJls__ _ _______ __ ____ ________ ----* 9 _bservation_We_

lls_____________________ _

~~~~:-bL __~ I X gt) L__ -Y g1~ [ w;~}~ame ---~J- __)o~~ . L J~flJ --

1. L r-1-,Tm11 - ~,TffllT[ --r-nT,ill -*-1-TnTll] WELL TEST ANALYSIS Data Set: K:\ ... \T78_ C3EWA01 __ 1l)oench.agt Date: 01/18/13 Time: 15:21:13 PROJECT INFORMATION Company: EPM Client: Cimarron Environmental Trust

0. 1 f------+-- . - . --+--- - ~ ,A.fl, ~ - - - - - --- -f-- - -----!

g  : Project: 65943

+-' Location: C~escent_OK C

Q) Test Well: GE-WA-01 E Test Date: 10/23/12 Q) u C'O c.. SOLUTION

(/)

0 0.01 >---------+----

Aquifer Model : Unconfined

!; 0.

,'.\1V, t Solution Method: Moench

!\/

T = 7.371_E:t-~ tt 2/day i S = 0.- 0008382 Sy = 2_: 6_83~: 5

~ = 0.03 Sw =O.

.LI..WLL_j_j_JJ_LLJ_jj__L_I_U._.LLl.ll .. ___ _I_U....LI 0.001 _...L_L_l__l...l__J..L..LL-L...J..

r(w) = 0.1667 ft 0.1 1. 10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6 r(c) =0.1667ft Time (sec) alpha= _ 1:_oE::')0 sec- 1 AQUIFER DATA Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 0.0008386 WELL DATA I ~~~W;:ot ~**.* * * * ~* *+ PurT1eg1flr~l s*i . V.6~~ =] [~!i~ame *:.=~~ r se~~~:,;1:e~L~~.L.~ ~~~. J

1. -*1 - T 17 ITl[l---i-r-i77711f- ,--rTrTrl WELL TEST ANALYSIS Data Set: K:\ ... \T!_8_GEWA01_ i:ieuman.aqt Date: 01 /18/13 Time: 15:23:30 PROJECT INFORMATION 0.1 ------!------ _-_ ,C~ - -----f----- ------

g Company: EPM

+.J Client: Cimarron Environmental Trust C

Q) Project: 65943 E Location: Crescent1 OK Q)

(.)

ro Test Well: GE-WA-01

0. Test Date: 10/23/12

(/)

0 0.01

/_\ ,'.', 6 l \l\l':.t'k SOLUTION i- '.I Aquifer Model: Unconfined

\ /_\ 6.

Solution Method: Neuman T = 1.318E:r4 tt2/day I

_I. S = 0.0008382 0.001 LU W___L '...LLLLJJ..LL_ _J _j___LJ_Ul!L J.J_JJ1!

Sy= 0.0401 0.1 1. 10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6

~ = 0.03 Time (sec)

AQUIFER DATA Saturated Thickness: 18.91 ft WELL DATA

-~_ P_u~p_i_'l9_1/2/~Jls _ ~ - - - - - - - __________________ O_b~-~-~v-~tio_l)_V'{eJl~ ------

t~E~~A~1~~ *~--+- X~ft) _1 ~Y&ft) J [~;~.+~ame *. ~ .* [ ~~so~k .. L~-~~ ~~ft~ .~~1

1. ["-rTTTlllW- 1,-TTTTrn-----i--77---ITTlfl- ,-nTrTnr------,----, TTrTnr---r7 nnn, 7--177711 WELL -TEST-- ANALYSIS-Data Set: ~:\ ... \178_ GEWA0__1_ ryeum_an.aqt Date: 01/18/13 Time: 15:22:40 PROJECT INFORMATION 0.1 g Company: EPM

+-' I= Client: Cimarron Environmental Trust C

OJ Project: 65943 E Location: C[escent, OK OJ

(.)

ctl Test Well: GE-WA-01 a.

(f) Test Date: 10/23/12 0

0.01 f).L\ 6.

1_\ /\.~,

'..\

.'A\

SOLUTION Aquifer Model: Ur_1confined i\ ,j, b, I Solution Method: Neuman T = 7.133E+4 tt2/day S = 0.0008382 0.001 Ll_j_ ! ' I___J _L:L.L  !..L__l ___L_t_LUJJ.j__J_.LJ ilWL ____ J I I I 1111 [ I _L __LLLJ Ul_ L ... LLLJJJJ

10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6 Sy= 7.041 E-5 0.1 1.

11 = 0.03 Time (sec)

AQUIFER DATA Saturated Thickness: 18.91 ft WELL DATA Pumping Wells LGE~WA-9~ -****-------------------r--1-**~** * )(~tti *. * .. _.L **

• vgii --- t Well -- Name

---

- - .------.____ L______ -

Observation Wells

- - ~ -ift) - - - )'_(ft) _

_I . T-78

, - ...... - - -100.8

--- ----- -- - - - - --- ----- -51.3

---

*-- ______________ )

APPENDIX E - STORAGE COEFFICIENT SENSITIVITY ANALYSIS Memorandum Date: February 1, 2013 To: Jeff Lux Jeff Binder From: Patrick Higgins

Subject:

Cimarron - Sensitivity Analysis of BA-I and W AA Groundwater Flow Models for Storativity

Background

Two pumping tests, one in the Western Alluvial Area (WAA) and one in Burial Area 1 (BA-I) and numerous slug tests have been performed at the project site in Cimarron, Oklahoma.

Analyses of the resulting data using various methods have generated a wide range of hydraulic conductivity (k) and storativity (S) - or storage coefficient - values. Additionally, the pumping test of Well GE-WA-01 in the WAA may not have sufficiently stressed the aquifer to obtain valid results for either parameter. The project team has concluded that although an acceptable value for k of the WAA aquifer may be achieved through the performance of additional slug tests, a value for S cannot be determined from this method; and, that the groundwater flow model should be analyzed to determine its sensitivity to changes in S.

The storage coefficient from the pumping test in the alluvial portion ofBA-1 ranged from 0.001 to 0.01. The storage coefficient that is currently stored in both groundwater flow models is 0.01, a value at the low end of those typically observed in unconfined aquifers.

The storage coefficient for the alluvial aquifer, calculated according to the Cooper-Jacob method from the pumping test performed in Well GE-WA-01 in WAA was approximately 0.88 (a value far above that typically observed in unconfined aquifers) based on observations in the pumping well, and averaged 0.22 for the pumping well and five nearest observation wells. The Cooper-Jacob method generally assumes that pumping tests in small diameter wells do not yield valid storage values; therefore if the storage calculated for the pumping well is ignored and the storage values calculated for each observation well are averaged, a more reasonable value of 0.08 is obtained.

A review of the Final GW Modeling Report (ENSR, 2006) reveals no discussion of storage coefficient in the text. Table 4 (WA Summary of Model Inputs) of this report indicates the specific yield (unconfined storativity or Sy) is 0.001, referencing it as a "default" value. The report also indicates the specific storage (product of storage and aquifer thickness or Ss) to be 0.001; assuming an aquifer thickness of 10 feet would result in Sy of0.01, the value actually utilized in the model; however all data previously collected in the WAA and BAO 1 suggest that the aquifer is considerably thicker than 10 feet. This brings into question the assumptions used for storage in ENSR's model. The porosity is also input as 0.01 (or 1 per cent), a value far below what is anticipated for a sandy alluvial aquifer. Porosity will need to be adjusted prior to

Memorandum (continued) ____I. SINCE 1898 February 1, 2013 Page 2 modeling for well field design as it is an important component of the particle tracking package MODPATH.

Methodology The auto-sensitivity feature in Groundwater Vistas was utilized for this exercise. This feature allows the user to select a model property (k, S/specific yield, leakance, etc.) and use multipliers to change it sequentially. When the auto-sensitivity analysis is performed, the software automatically adjusts the selected property and performs a series of model runs using the adjusted values based on the multipliers assigned.

Because the Sy of 0.01 currently set in the model is at the low end of the typical range, the sensitivity analysis used multipliers of 2, 5, 10, 20 and 30 to incrementally increase the storage values to the maximum observed value of 0.3. Targets were established throughout each model domain to track changes in head for each model run, including one located as near as possible to the test pumping well GE-WA-01 in WAA. Targets were set in Layer 1 in the WAA model and in Layer 3 in the BA-1 model.

Results The sensitivity analysis indicates that the model may not be sensitive to changes in Sy. None of the sequential increases in this parameter produced changes in head at the targets in either model (see graphs below); this is an unanticipated result because increasing the value of Sy from the BA-1 Sensitivity Analysis: Specific Yield

- Sy1 Q)

C)

C ro

..c

()

"'C

~ -0.050 ~ -------------........;;-------------=---.. . . . . ==-.........;;........=.......;..____= - - ,_____-t I

Q)

C) ro I...

Q)

<(

2.0 6.0 10.0 14.0 18.0 22.0 26.0 30.0 Parameter Multiplier

Burns &

Memorandum (continued) McDonnell SINCE 1898 February 1, 2013 Page 3 WAA Sensitivity Analysis: Specific Yield

- Sy1 Q) 0)

C 0,

.c 0

""O m -0.001 I

Q) 0)

0, I....

Q)

<(

2.0 6.0 10.0 14.0 18.0 22.0 26.0 30.0 Parameter Multiplier low end of observed values to the high end would be expected to have some impact on groundwater levels. This could be due to other inappropriate input parameters; however the values established for k in the WAA model are reasonably close to those derived from the pumping test ofGE-WA-01.

Although the model does not appear to be sensitive to changes in Sy, the WAA model Sy should nevertheless be adjusted to a value based on calculations from the WAA pumping test in well GE-WA-01. Consideration should also be given to adjusting the Sy value for the BA-1 model, although it is currently within the range typically observed in unconfined aquifers. However, as noted in ENSR' s Burial Area #1 Groundwater Assessment Report, the aquifer test in Well O2W56 in BA-1 was performed during high water table conditions resulting in a semi-confined or "transiently" confined condition, potentially yielding lower storage values.

Model changes are suggested prior to making model runs for design purposes. Slug testing will be performed in the WAA to establish k values for that area. Additionally, Sy may be adjusted following revision of k. Prior to performing particle tracking, porosity will be revised in both models for the layers representing the alluvium to more accurately reflect conditions in the alluvial aquifer; porosity in the other layers for both models should also be reviewed and revised if necessary.

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